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Permit 890 Mian St (vault) CONTINUOUS RIDGE VENT 12 of Z; E3 0 12"OVERHANG (TYPICAL) ASSUMED GRADE LINE L------------------------------------------------------- --------------------------------- VATION- 6CALE3/16" 4-o" CONTINUOUS RIDGE VENT ig G 0 O/W IQ T I EXTEND Ej cl REAR DR. WOVERWANG (TYPICAL) ASSUMED GRADE LINE REAR ELEVATION- IMPORTANT PLIEA5r READ C;Aift�rULLY SCALE-3/1(2" 4-011 FENNYWORTH PLEASE REVIEW THESE PLANS ALONG WITH EXH1131T"F3"TO YOUR CONTRACT I CAREFULLY AND MAKE CERTAIN 13EFORE YOU SIGN THAT TNEY ACCURATELY EXOIE31T "A" REPRESENT THE HOME YOU ARE PURCHASING. PLAN NAME: MOUNT VE ALL CHANGES MUST BE SPECIFIED PER CHANGE ORDER AND ON rwE PLANS BUYER/OWNER ACCEPTANGE X PRIOR TO THE BEGINNING OF CONSTRUCTION,PENNYWORTA WILL DE RESPONSIBLE DAWN APAMS ONLY FOR THOSE CHANGES IF AUTHORIZED.ANY CWAN6ES OR INSTRUCTIONS r3IVEIq BUYER/OWNER ACCEPTANCE X TO A CONSTRUCTION WORKER OR SUBCONTRACTOR BY T14E BUYER/OWNER WILL BE THE RESPONSIBILITY OF THE BUYER/OWNER, PENNYWORTH HOMES i2u nATtw HEATED 10,32 A SELLER(BUILDER) PoRclq I Go 1 TOTAL 5P 1200 E 12 t2"OVERHANG (TYPICAL) EXTEND O/W lw VINYL 51DING REAR DR. VERIFY STYLE 4 COLOR WITH BPECIFICATION ME a SWEET ASSUMED GRADE LINE RlCiHT ELEVATIOR 6CALE-3116" 21'-0" 2'-0' VINYL SIDING 12"OVERHANG VERIFY STYLE I COLOR WITH \-ITYPICAL) EXTEND 5PECIFICATION 01"0 SWEET REAR DR.�/ ASSUMED GRADE LINE LEFT ELEVATION- 5GALE:3/16" =V-d' FENNYWORTH A HOMFE, EXH1151T "A" PLAN NAME: MOUNT VERNON DUYER/OWNER ACCEPTANCE X DA IDALUN AIDAM6 BUYER/OWNER ACCEPTANCE x AT PENNYWORTH HOMES 124 DATE HFATED 10�2 5ELLER(BUILDER) PORCH A 2 - 6 TOTAL SY, 1200 E OD/12/971 4 2'-0 CH3 -------------- 4'-10 T- r JTO 591TCW 0 BACK DOOR 09 2850 COL. 7a50 0 71330 WALL PHONE�----- L---- so rAL LIA 9 -4' 20'-411 WI�ATF. BLOCK FOR PININ I FAN G ROOM KITCHEN -IDRYEF RAN�'E YL �3FQROQM 02 VINYL RAw.�6P WOOD RFF�61`ACE N, VENT VINYL BLOCK�� VIN FOR FAR CARPET 1 11 T ------------------ Is-roleL BAR PAPE 2668 WSW WYAO ON 24' to M6T AT 91 PLATORM OR d) a IL�_e RAN43NG ON VINYL VALL 74'TOM DAR rn PAPER 2065 2068 W POLD GFU A 9 Q !"L 13E LOCAltc 5ATH 9 ID 0 ON t"to - C'I SI a1vo 11) 111 ,9 ATTZ -m 24'rOWL DAR 2 BLOCK LIVINa-ROOM FOR I = : CARPET 13LOCK -(�513R CARPET (D�FAN" MA5TEE BE[DF, OLO K -ocM FORC FAN C31-1011 CARPET -4 d� A+A 2850 COL� 2850 COL U)m cu 0, 0 rh C) I, 'D r) E -0 SWITCHS ENTRY NGINEERING LIMITED TO USE SEE ELEVATI IN FOR RAILING STYLE AT ONE SPECIFIC LOCATV1 'mis engineer acRnowledges that I have reviewed the attached wu�cj ee 41-6 11 Zs Zgi� ions load calculations and find the load values, connectorIoecificatio -r; and mater-W specifications show,, thereon to be in coinpliance.Nilt. the Provisions of the 1994 Standard Building Coa' 42'-011 wind load$, for —4is specific structure. `.,Section. 1606- EL 0 O-R-EL-A-N SCALE-3/16" 4-0` FENNYWCRTH� HOME6 r EXHIDIT 'A" PLAN NAME: MOUNT Vrz E3UYER/OWNER ACCEPTANCE X nA- DAWN APAME7 E3UYER/OWNER ACCEPTANGE X DATE PENNYWORTH WOMIES 129 DATE 14EATEE) 109 2 F SELLER�3UILDER) PORCH 100 A 6 TOTAL S.F. 1200 F= ELECTRICALI-F-C, �N 3'11' 2-3- VISO PLATE 13LOCK FOR FAN KITCHEN FLUORSCENT NO FIXTURE 4 EULE5 48" DBL FLOOD ABR BEDROOM FIXTURE 4 Lo BLOCK FOR FAN *WP 6.F.1,WATER PROOF -W R DINING ROOM FIXTURE (b RECPT, WALL FIXTURE SPLIT RECP, FOYER FIXTURE SINGLE POLE SWITCH 3 WAY SWITCH -(�-u UTILITY FIXTURE 4, 220 V OUTLET -(%N B'FA5T NOOK FIXTURE BATWFAN �=D -(%w WALL ENTRT FIXTURE FC CHIMES A52 24"BA-m 13AR DOOR BELL KITCHEN DOME LIGHT E CEILING ENTRY FIXTURE SMOKE DETECTOR 2"Y -(�C CLOSET FIXTURE WALI- DOOR SCHEDULE CABINET INTERIOR IDOORS FAR—K )-0ff—- DESCRIPTION 4613 18b"X 52' 6 PANEL MOULDED UNIT rvbb 20.5,X E32, laba 22-5"X 82' 2068 24.5'X 82' 2468 305"X 821, <[ 2668 325"X 82' 1-k — CABINET- 70613 34VX 02" fT-% m=� 3068 385H X 87.1 1 DBL 2660 625'X 82" 2050 245'X 6L5" 4 PNL MLD UNIT A/C CLOSET E3A5E 305F 365"X 82' 6 PANEL MOULDED BIFOLD CABINET 405F 50.51)<82, (Y fF ]IF I 5OBF 62-5'X 07 11 1-- 4- FLAN- 6013F 145'X 82" 1 -<[ EXTERIOR [DOOR�;-- NVE— E CRIPTION 2/5 PNL 34.25-X 57" 3(oll 3011 TYPIcAL KITCHEN (2 PNL STEEL FOAM roRF 3/0 PNL 30-75"X 82" 6 PNL STEEL FOAM CORE CAE31NET PROFILE-: 7/8 9L 34.25'X 82" 13 LITE STEEL FOAM CORE 3/0 9L 31325"X 82" 9 LITE STEEL FOAM CORE 2/13 FRN 34-25m X 5211 15 LITE STEEL FOAM CORE SCALE'3/0" =1'-O" -3/0 FRN 31325"X 82" 15 LITE STEEL FOAM CORE 6/0 FRN 14-25'X 82" DEL 15 LITE STEEL FOAM CORE (2/0 PAT 14�)5"X 82". 15 LITE STEEL FOAM CORE(ONE FIXED) L±�61dr 17' <80.-5 Standard 511der wJo Screen WINrDoW 5CHEIDULE (BETTER BUILT) FDENNYWORTH -MARY-,- R/O SIZE EX141BIT "A" -L— 140MES ---J- 2030 24-1/2"k 3(,-1/2' 055,COL,AL FE FLAN NAME: MOUNT Vff—fR��O—N 7830 32-1/2"X 36-1/40 COL,ALUM FRAME BUYER/OWNER ACCEPTANCE X 2850 32-1/2"X 60-1/4' COL,ALUM FRAME 3050 3b-1/2"X 60-1/4" COL,ALUM FRAME PAWN APAM5 (2)2850 64-3/4"X 60-1,14" COL,ALUM FRAME BUYER/OWNER ACCEPTANCE X__DATE )3050 12-?,/4'X 60-1/4: GOL,ALUM FRAME 7850 '31'-0'X 60_1/4 COL,ALUM FRAME PENNYWoRT14 HOMES bu D TE PEATEO 103 2 5ELLER(BUILDER) PORCH i A o 4 TOTAL CDR 1200 E 08/12/9LJ yl cc MQ I V-1 —�Tr- IF-------------------------------------------------------------------------------------- ---------- 7- -----------------------------------------------------------------*-------------- ------------- XI #5 VERTICAL 1@ ALL GORNER5 TYPICAL SEE ENGINEERING 4 R�lNrORCEP CONCRETE 6LAE3 OVER bMIL VAPOR 5ARRIER ON COMPACTED rILL V N: N: V SEE EMCM-1 9- § j,,,/, I K',00TIN W/X2 SPECIFICLTIO14S CONT.TYP 1/2" X 10" ANCHOR F30LT6 04' ON CENTER TYPICAL ------- --------------------------------------------------------------------------------- -------------- -------------- ---------------------------------- - -------------------------- - 4"STEP MINIMUM 5 ,9 L SEP 0 4 1q97 ------------------------------------------ ckn?w"ges that I have reviewed the attached w1n0L 121-011 load calculmions and find the load values, connecpyper,. luations 12--0" 1 . 19 ax specifications shown thereon to W in ' p'-11)" 'm with, co m I 42'-0" the provisi s of the 1994 Standard �1-ld-n- se�tio "J,.n� 9. 06 c'0q wind-F0—a(1s,' for this specific structur ' �Y- AN ENGINEERMG TO SE-1 5cALE:3/16" 4-0" 1� I 't I' AT ONE DSCIPrt VOCA116d," PENNYWORTH EX141BIT "A" I 140ME5 - I BUYER/OWNER ACCEPTANCE X PLAN NAME: MOUNT VfffR—NON BUYER/OWNER AcCEPTANGE X DAWN ADAMS FIENNYWORTH HOMES DATE I-4EATED I C9 2 P SELLER(BUILDER) PORCP 108 A — G TOTAI 1 -— E o,31,719, ,KqO mnt. v-\ 14'-2" 21---0" ------ -T Lu M Or)in 0 HVAC DRYER VENT GWASE lliTLL it %D tu Lu d) D!� LL-=3 0 lu w a lu �011-11 "ILA, 3' 4" CFO ttt L---------—------- -------- -------- PLUL15INCi-LAYOUT SCALE:3/16" =1'-O" FENNYUJORTP EX14151T 'A" -1 HOME5- PLAN NAME: MOUNT VE BUYER/OWNER ACCEPTANGE X —DATE DAWN ADAMC2 BUYERIOWNER ACCEPTANCF X DATE PENNYWORTW WOMFS bg D TE PEATED 1092 P A L 5FLLER(BUILDER) PORCH 1 0�3 C, TOT L 6,P. 1200 E <R cl r ff vat "st, TYPICAL CORNER TIE DOWN Pairs of 'X* Location A - (ZXA) 0 ;d NAILS BASED CN SPEAR-MALL CC*r0q Tle down level shown In Symbol le .,I. cr-d cucy!er points REQUIREMENTS-SEr- P-AN. % *% / \ X 1,,0 0, gatle end. 11014)Int 4 P. 2 y 12 ti lit ekil"Of by 1111111t 11101 if) IW, 2%4 SLCCX!NG 0 48`0 F;Cu GAeLE END 9ACX 01 Number of Jacks A Studs 83 per code 7/16' 052 CN GASLE' FACE AND CN 'NALL Er�c%.j A -C. CIAPL-iRACV. USE 5d 9ASED ON SPEARWALI_ CCCLEz' 14A!LS 0 It cc 14'-:' !N. 7wE RCEMAINC��- 1/�24 X 18'A.B. with 2% 2LCCt<!4*-- I-, 7-0c, 3'X 3' X 1/�4'washer Location C 110'A.B.. required for stem wall Comer Tie Down Shown Using 3-TP4 X or 3- RT24112 straps Anchor boll required GA9LE E-Y)WALL. _eALUQ01\j within 12*of Header Ends Uplift rating per strop — 1172 0 using 10- I Od nails per strap 1724 2 using 10- 16d nails per strap A p,p R 0 Alternate: � ATLANTIC BEAV CM U)INr - WAL 50 14AO# using 10- I ad nails& 1/2*A,MU 'L ()5VIG5 2-WAL 50 28800 1997 WAM 3308 0 using 24-11 Od nails&314*A,8 SEP 8*X 1/2'Anchor Bolts w X X 3"washers if Mono Slab 1_=Is C 2-WAM 66100 10*X 1/2'Anchor Bons w 3'X 3'washers if Stem Wall Fooler NXLS SASED CN S-:'-%=\.,.Yt Contractor may subsUtute equivalent connectofs. r, :� 7: :cr"s —SE— "—.4 TYPICAL DETAIL FOR CONTINUOUS HEADER TIE DOWN 7-4USS 7C C13L- 7:1: e - - CORNER TIE DOWN REQUIREMENTS (0 ERTURRMU75MENTS) "CP PIA7 SEE PILAN or-'-o l,-x4 2*_r,CX:�'S V &8,0 C LEVEL RATED uPuFr _m�� NAIL SIZE & F::�;U GA2'_E E'<: iACX 1 1465 TP4X 10d 9E1W_Ekj Rv.rzc sc:V 2 2155 TP4X 16d 3 2930 2-TP4X 10d 7/16- CSa CN GARLZ 16 di =OL \,I 11/2- (;YPSUM CVUNC 4 4310 2-TP4X FACE AND ON WALL EE'-Cw IC)IAP4RAGM. USE: 5d 5 4395 3-TP4X 10 dI HEADER FASTENERS INSTALL BarH SIDES OF HEADER SASED ON S�<ARINALL NAILS 0 4'CC RECUIREV--NTS-SEE W-AN ON. TWE REMAINCE:R 6 6465 3-TP4X 16 d 2v L^Xx EE NA;I_Eg 0 7"rc. MAXIMUM UPLIFT LOAD PER SIDE ""_�WCCC WAL'� 1 7 8270 t 2-WAM 16 d 3/4 A.B. L0C'N DEscRvnON 500 1 750 N' 1068 0 2136 1 32040 A T.P. to Stud TP4X or TPP4 TP4X or TPIP4 TP4XorTPP4 2-TP4XrrPP4 3-TP4X 4-10d In Stud 6-10d In StIud iG-110d nails 110-10d nails 10-10d nails GARLE EN0_WLL-PLATEQ.RM FEAMINr_� each each A or C Alternate Strap 18* X 1.25* 18* X 1.25SO 18' X 11.25" (wood frcming) PENNYWORTH HOMES - "MOUNT VERNON" - MAIN ST., ATLANTIC BEACH -ADAMS 189a. Strap I Sga. Sirapp I age. Strap WALL SHEATHING AND NAILING REQUIREMENTS FOR C Stud to B.P. TP4XorTPP4 TP4X of TPIP4 TP4X o(TPP4 AD29 WAM 4-10d In Stud 0-10d In Sttud '111-110d nails 2-5/8' bolls 24-led nails HORIZONTAL AND VERTICAL SHEAR Refer to�;nnecl6r cha4 for Garage door headers, A00f;may be required 2X4 Top Plate Alternate-Rated Strap may-ba-used In place of TP4X oir TPP4-use In some fashion --------------- Min. SUBJECT SHEATHING NAILS Edge Field T&B Misc. STUD STUD 4 Note:Values have boon reduced 20% for use,with SPIF studs ------- WALL ID# THICKNESS d O.C. O.C. O.C. SPACING GRADE Heacler MaX Panel Swi 7/16 OSB 8d com 411 12" 311 EW1 7/16 OSB 8d com 4" 12" 3" Height 8' ISW2 7/16 OSB 8d corn 4" 12" 311 EW2 7/16 OSB 8d corn 41' 12-1 311 Nall Sh"thln!g to STUDSARE HEM-FIR(Min Fb 1000)AT 16"o.c.UNLESS OTHERWISE NOTED-IF 1z'o.c.STUD SPACING IS tER OF EACH PANEL. Header 0 3" o.c. B.W. CALLED FOR AN ADDITIONAL COLUMN OF 3"NAILING IS REQUIRED AT THE CEN See chad for sheathing.nalling,anchoring it2b X 6P Anch(or bolts 0 comers S.Y.P.means#2�outhern Yellow Pine(Min Fb 1200), D I means to use Detail 1,D2 means to use Detail 2,etc... "510&20 0 10'0-0. Ur m"I story 1 Od S indicates"Special short nails must be used"the maximum length is 2114" 2X6 a 1W 0.0.over ily&2 story 240 o.c.use 12'X 1/80 washers APA Rated Sheathing P.T.Sou pine 92X4 Sole Plate MIn Fb i0W S40 Chart INTERIOR BEARING WALL REQUIREMENTS: O.C.OVER THICKENED SLAB 1.STUDS @ 16 -R-Studs or I/Z'x 6'Sup-R-Sleeves Anchor Bolts Corners and(see below formax.O.C.)use Z'washers 2 4SYS coot.I story NOTE:Interior Shear Walls use anchors as In#2 above with a MAX,O.C.of 24" 41 1 2.117'x 5"Sup -�!2X4 .016�klng at 2-11SYS cont.2 story any pVwood joint.- 3.ALL HEADERS TIED TO STUDS AND BOTTOM PLATE I stor,y 4.HURRICANE STRAPPING AS FOLLOWS: 12, WALLS REQUIRING UPLIFT ANCHORING 2 atory 2 - 2x Studs Nall 16, Sheathing to Each SUBJECT SELECT CLIPS T&B @ FT. O.C. Interior Bearing Wall Ancho)r Bolt Max. Spacing INTERIOR 13EARING WALL DE:TAIL Stud 4' Cant Slab with WALL ID# HCDP/HC520 TP#XfTP#X (Except Interior Shear Wall[ - see#2 above) fiH6 18/18 wwm or 1/2" 100 Ang�dk Bolts Located 8t: Swi 4.45 13.17 nbermesh auer all Corner-a.wlt6in iz- or*It H000ers.0 Nails at 3" oc. per f;iae cht"for sheathing&nailing W.P, membran 454 D.C.along 1111�01111181`1011`W2110 SW2 4.45 13,17 ttuds.?X,11 0 1161 o.c. UY max I story With 3- if 3- N j1l- Washers Chart - all Plates,, 111110% am A011g; oil 0 Headersiand studs . 2X6 6 1 so D.C.over 10' 2 story Min Fb-10W 1/21 X 81 Anchor beolls 0 comOfs neon 1, 6X6 110110W.W.M. &48'o.c.use WX33'XI/8 washers P.T.Sou pine 2X4'SoIe Plate 11 xpo;�v P I or Hbermash I�D V., Wood to Concrete connectM 4. Clean compacted FINIINCO W Min 3500# ity of Atlantic Beach termite treatod fill capacity Building and Zoning #5 varudirtIcal 411 Corners 3 - 2x Plates, ;0 0 if. Nall sheathing o; 2-#Ws cont.I story r to each Plate SEP ENGINEERING LIMITED TO USE % 0 4 1997 2-1116s cont 2 alory 10, 1 story mbedment AT ONE SPECIFIC LOCATION L 1/2"A.B. w 7" 1 10'2 Story 0 0 (1 i V% �1:1 4*wide Brick Ledge OF. 1 .1 Ito .11 1 story Continuous footing whonrequIred FOOTIA 12- 2#5 1 or slab edge This engineer acknowledges that I have reviewed the attached wind dg Me fory 11 Sim 40 wide Brick Led" 2#5 2 fory r specifications 2 story 2 story load calculations and rind the load values, connecto Whom recitiffed Is" o. ce witb Ines FL 32086 and material specifications shown thereon to be in complian, 1 28 Martllriil MINIMUM LATERAL RESTRAINT MONO. FTG. OF-TAIL TYPICAL STEM WALL FOOTER the provisions of the 1994 Standard Building Code, Section 1606 904 70f'� 4 1 at 2al,7q S S PANEL , DETAIL, 1 wind4oads, for this specific structure. .1 2/97 DETRIL SHEE 'if IN Pr4NM lat n �V, VW00 OM so"cUUUq*Mff ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB 36 �? FRAMING /- / 3- 5,P COVER-UP INSULATICN FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERM-IT # INSPECTIONS ROUGH 4v FINAL 2, -2 MECHANICAL PERMIT # -7 PLUMBING PERMIT NOTES: A F F I D A V I T I certify that there will be no tree removal on the property located at: LOT ONE (1), BLOCK ONE HUNDRED FIFTY (150), SECTION "I-I", IN THE CITY OF ATLANTIC BEACH, FLORIDA. Owned by: Dawn M. Adams, of whom is under contract with Pennyworth Homes, Inc. to construct a new single family residence. Penn�worth Homes, Inc. Date Michael L. Aldridge General Manager STATE OF FLORIDA COUNTY OF DUVAL, The foregoing instrument was acknowledged before me this I I th day of September, 1997 by Michael L. Aldridge whom is personally known to me and who did not take an oath. Notary Public, State of Florida Date My Commission Expires: -2 0., CKVIME M.RUTLAND W COMMMION#CC 58M EWES:SW*Tgw 9.2000 .8.4. BMW TbM Notuy PubNe tk*WM PENNYWORTH HOMES DIRECTIONS MAP TO BUYER 4, BUILDING SITE JOB # LOCATION NORTH WEST EAST 3 Q02 A-Tuo�o-Tic- OLvo S 'UTH WE NEED DETAILED DIRECTIONS,INCLUDING IDENTIFYING LANDMARKS SUCH AS STORES, SIGNS, GAS STATIONS,ETC. IF LOT IS SITUATED NEXT TO,OR ACROSS THE STREET FROM,DUSTING HOMES WITH STREET NUMBERS OR POST OFFICE BOX NUMBERS,PLEASE MAKE NOTE ON THIS DIRECTION SHEET. WRITE DIRECTIONS IN WORDS AND DO NOT FAIL To PUT Up PENNYWORTH HOMES SIGNS. —jj4F _L-ep.7r: Ato 02-28-97 PW2 Sepiemb,er Z4, 1996 To Whom It Concerns: I authorize Ntchael L. -Aldridge to apply for septic and building perv�its under the State of Florida COMUactors license that I hold. e Fred D'Antonio Vice-President, Pennyworth Homes of Florida, Inc. Charlene M. Rutland Florida State Notary Public,My commission expires: CHAR'ENE M.RUT 0 My COMMISSION#CC SUM EXPMS:Sspwnber 9, M a 4414 OFF- PENNYWQRTH L� HOMES 7409 Wilson Boulevard, Jacksonville, Florida 32210 Phone (904) 771-7558 FL Uc.0 C.1�� SUBCONTRACTORS LICENSED IN CLAY CO. 1 . Electrical . . . . . . . . . . . . . . .Jaguar Electric 2 . Plumbing. . . . . . . . . . . . . . . . .Jacksonville Plumbing 3 . Heat and Air. . . . . . . . . . . . .Scott Heat and Air IF YOU HAVE ANY QUESTIONS, PLEASE CALL CHARLENE RUTLAND AT 904-771-7558 . ' CLAY COUNTY Building Department Dom 7 Green Cuve Springs, Florida 12043-0367 ' ~ CONTRACTOR' S CERTIFICATE OF REGISTRATION Date: 12-18-1989 Computer Control Number 01539 * The Contractor named below has duly registered the information shown herein at We Wilding Department of *Clay County. The Contractor is required to notify the C"unt; of any changes in the information submitted to the County, and in .,articular any information relative to the validity of the Contractor' s Florida [ont`nrLor Certification and/or Registration. - Contractor' s Name. . . . ' . . . . . ALFRED J. D' ANTONIO License Number. . . . . . . . . . . . . CBC044721 Fype of License, . . . . , . . . . . . ST. CT. BUJLD. CT. Street Address. . . . . . . . . . . . . P. O. BOX 14478 City, State & Zip Code. . . . . JACKSONVILLE, FL 32238 Telephone. . . . . . . . . . . . . . . . . . 771-7558 ` ` Qualifying Agent for. . , . ,. . PENNYWORTH HOMES INC. Restrictions. . . . . . . . . . . . . . . ` License Expiration Date_ _.. 6/30/92 ` Bond/ Ins. Expiration Date. . 3/1/90 WC Remarks. . . . . . . . . ^ . . ~ ~ . . , . . . ° Wr.sn applying for Permits, Contractor should refer to the Lumputer Control Number shown near the top of this sheet. . . ' CLAY COUNTY by: ____________-_________�~~~_��_ KRISTA THER%AULT �. '~ "'xoo#� PENNYWORTH HOMS,INC. 7409 WILSON BLVD. JACKSONVILLE, FL 32210 (904) 771-7558 DATE: TO: PENNYWORTH HOMES THE FOLLOWING INFORMATION IS PERTAINING TO THE PROPERTY AS PER THE LEGAL DESCRIPTION ATTACHED. LOCATED IN WIND LOAD AREA: YES ) NO IF YES, IS IT IN: 90 MPH ) 100MPH )110MPH 1 A- ZONING 0 ��t) -LS6"';��(NT SETBACK REAR SETBACK SIDE SETBACK SIDE SETBACK MINIMUM FLOOR HEIGHTELEVATION REQUIREDO()YES )NO COST OF BUILDING PERMIT AND REQUIRED FEES ASPER INFORMATION ON LETTER DATED PLEASE LIST ANY RESTRICTIONS IN OBTAINING A PERMIT TO BUILD ON THIS PROPERTY ON THE REVERSE SIDE. NONE SEE OVER cs"q- SIGNED BUILDING OFFICIAL FOR:. ��'v-jn 0'da-ty� PLEASE RETURN TO PENNYWORTH HOMES AT THE ABOVE ADDRESS. THANK YOU. 02-28-97 PW25 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) / -1-- WATER CLOSET WATER CLOSET, TAM OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) % URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) LWASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH S INK EACH SET OF KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) —COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL* SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) - LAVATORY, SURGEONS (2) __Q__JACUZZI (2) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS— $20.00 EACH $ 3 JOB rXFORMATION__,,._.Pq0 I'v �r' CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All appucations Must be received by 5 P.M. on the MONDAY prior to tho sch!�dwled meetina in ofder to be placed gn the agenda for consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1. APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL.- /0 7—,-.e e c,7- 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS- NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPIOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) -,Now PSR-X$4 1 290 OF SO PING, 149""wPA Old, WRTMEN'T IL bit�'OF ATL NTI H NMI - 1 4946 Wks 4dianx Tp:)d,'q,7a. m a mLil Avlj'v-� 0 I - 4S WIMM 4W V P644W ON, LOCATION IN PERMIT -T,-'NFOPMATION ------- Permit NUMber'. Addr%'*Ss STRVZ z *IC BEACHi LORIDA:!b2233 Permit Typef.BUILDING ATLANT11 DESCRIOtION Class of Wo;rk*-NzW LZGAL ew 0 Constr. Tyj�e:VOOD FRAME 13 1 ook,: ISO L'ot p S'4V, -t i on: O � - Subd: Rnq: �!roposed,Use _ 0 S*k*i's i on $zCT ION Dwellings t $ Est . vitue: 0'.0 0 414rov . Cost,: 9 x Total Pee$ : , 305 r. P a ' 92 HIM 190 *41M, I r k De ER PLANS HSF 1052 6640 HOME p 00.1 --- APPLICATION FUS - ----- ATION ---- "" IT 40,8-.00 p 350.QO 'R mi. *4d 4RATER, IMPACT rEE, �25 40 LOR I DA 32233 -iSENER IIAW T AT r '9 Aft- R- I V" ------ A,6RADON CAB, 5% 0 .27 C ORMATIOS v �, 325.00 Ai' 1,,')CAPITAL� IMPRPVE.,�, ��r INC. -0,.,00 rKER TAP,- SL 7409 V11 lovard-1 NECTI N 35,00 XROSS CON gvt acksoAvit 32210 �,<?Szc H IM11 exp. E A 4,- 02 it-CONSIt SURCHARPE- ;`k A*, 54 78 We: 910 1 ' R a t LEA ST 24 H NQ-qCE, INSPECTIONS MUST BE REQUESTED AT TO JNS�N alp 5,IAL,RU88ISKANEYDI IS FROM THIS W-6 AC Btj WiNG MAT R M�UST NOT BE 41 'curf VP AND HAULED AWAY BY,OTHER CONTRACTOR OR OWNER, I 2N W t L M-PLY WITH THI MECHANICS PAN"RESU �-T f N T' OWNSAPAY,tNGTWICE,FOR Sul"', P, A,7 uW, 'T S PORDING W APPROVED:PLANS WHICH ARE PA14T OF THIS PERMIT,"AN6� OVISIONS,OF LAW. PF1 $5.19 71 Pv- 47, CC 400 71-4 0 DE A, 3-1 "VILWNG P RTMM"81 A CITY OF RECEIVE&` oe" - 5"' SM SEMINOLE ROAD SEP 1 1 1997 ATLANTIC BEACH,FLORMA 3n33--WS PROPERTY DESCRIPTION TELEMONE("4)247-3000 City of Atlantjc Beach FAX(%4)247-SM Lot # 1 , Block #150, SftV61M __7_' Subdivision: Street Name DESCRIPTION OF WORK or Address : XXXX 9th St. If in a FLOOD HAZARD Flood Zone : xarea complete page 3 . Brief Description consqt�ructjon of new homp Class of Work: (New/ Remodel/Addition: ZONIN G INFORMATION Type of Construction: Zoning Proposed , _qj ngi e -Fami I y Rpgi apricp District . Use:-isft4 Estimated Value 52 , 390.00 Exceptions or Variances Materials : Wood Frame Granted : t')G M'-_ Solid or Filled Ground:_Roof : Asphalt shingle Method of Heating: Heat Pump OWNER INFORMATION LP(I-1 Vt -3 Property owner : Dawn M. Adams Phone: 904-271-7558 Mailing 940 Main Street Address Atlantic Beach, FL Zip: 32233 CONTRACTOR INFORMATION Contractor : Pennyworth Homes , Inc. Phone: 904-271 -2558 Mailing Address : 7409 Wilson Blvd . Jacksonville , FL Zip: qq-)10 (�.5 - C o 1+47 PL Expirat ' n License Number : Please see attachga rnpy Date: a . I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND K,,Cw THE SAME TO BE TRUE AND CORRECT . ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH , WHETHER SPECIFIED HEFEIN OR NOT . THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL , STATE OR LOCAL RUL--- ,--- . REGULATIONS , ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING Cz- CONSTRUCTION OR THE PERFORMANCE OF cbNSTRUCTION OF THE PROPERTY . UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE AaCV7- INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED . Owner Signature Lt� I Date PaWda Amo LIV MNAKIIMM =n Contractor Sigpa-�Urf-'-, Akw — ." --I..... ICU August 27,2000 IN INSUPACE.INC- BONDED THRU TROY FA CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address— ?q 0 M Date 07 - 1- !� '� Heated Sauare Footage @ per sa lit = Garage/Shed @ s 0 per sq f t = S Carport/Porch * @ $ - _per sq ft = Deck @ Der sa f t �a sq ft Patio _per TOTAL VALUATION : 2- z9 o -D (00 1160 Total Valuation ist 00,00C> 2= 3 so j2-,, U� o Remaining Value $cf.,:--` per thousand or portion thereof TOTAL BUILDING FEE .17 Z- + 1/ 2 Filing Fee / 3 C. ( ) Fireplaces @ $15 - 00 $ 0 BUILDING PERMIT FEE //n 9 WATER IMPACT FEE IV-0 SEWER IMPACT FEE D WATER METER/TAP ;E CAPITAL IMPROVEMENT SEWER TAP -0 7 VO�2--) RADON (HRS) . 0050 1 ;1 SECTION H PAVING ( ?0' HYDRAULIC SHARES S CROSS CONNECTION $ V092,�- SURCHARGE . 0050 8 sy OTHER $ GRAND TOTAL DUE 5 3 1 J?3 ,� 2-- ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank_; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : Book 87RO pg ae52 Bk 8720 P g 025 667 5. MIN. URN 13ocN 97BO d & RO OTded P NE A Rr�� "'e09/11/97 HO jjfJ42%11 A HE14RY W- COOK COURT CLERK CIRCUIT DUVAL COUNTY, FL NOTICE OF COMMENCEMENT REC. 4 6-00 STATE OF FLORIDA COUNTY OF DUVAL TO WHOM IT MAY CONCERN: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713.13,Florida Statutes,the following information is stated in this Notice. 1. DESCRIPTION OF PROPERTY: Lot One(1).Block One Hundred Eft(150). Section"H",ATLANTIC BEAC11.Acc—ordinst to Riat thereof morded in Plat Book 18,Palm 34,of the current Mblic reggrds of Duval County.Flordia 2. GENERAL DESCRIPTION OF RdPROVEMENTS: To construct a home 3. NAME AND ADDRESS OF OWNER: Dawn M.Adanis 940 Main Street Atlantic Beach,FL 32233 4. OWNER!S INTEREST IN SITE OF IMPROVEMENTS: Fee Simple. 5. NAME AND ADDRESS OF CONTRACTOR: Pennyworth Homes P.O.Box 6072 Tallahassee,FL 32314 6. NAME AND ADDRESS OF LENDER MAKING A LOAN FOR CONSTRUCTION OF IMPROVEMENTS: Regions Mortgage,Inc. 303 Jesse Jewell Pkwy.Suite 300 Gainesville,GA 30501 7. Notices or other documents must be served upon the Owner,at the address stated in Item 3 herein above. 8. In addition to himself,Owner designates the following person to receive a copy of Lienor's Notice as provided in section 713.06(2)(b),Florida Statutes. k DAWN M. ADAMS STATE OF FLORIDA COUNTY OF DUVAL The foregoing Notice of Commencement was acknowledged beforeme this day of 3%14 I 19-91__by DAWN M.ADAMS who(m)has(have)produced Florida Ddy—m Licmsc as identification and who(m)did not take an oath. Prepared by: Charlene M.Rutland Pennyworth Homes 7409 Wilson Blvd. NoTARY PuBLic,state of Florid' Jacksonville,FL 322 10 My Commission Expires:_Zi�0,11,7,19,7 ".1,1ky P&—*�FFICIAL NOTARY SEAL FL3CONSTPERM 03-27-97 0 0 MIGNAEL L ALDRIDOE COMMIBBION NUMBER CC323922 oe My COMMISSION EXP. OCT. 17,1997 DUVAt. COUN(Y riorldu,DO HEREBY (,"r 1�)regoill�' isatfue .fl%t:Fi,tr,e withina -1 - and correct COPY Of the orteinal ar, it aPPe on record and file in the office of the clerk of Circuit Court Of vai Cu inty,Florida. P pe ""'u ' on 'L n C 'f I Co' ty� WITNESS my hand an] seai ut C�;.,ecr kcir it 'Ourt Jacksonville, Florida, this th Cay of A.D., 19_17 Cj HE Y A OOK/ C!erk, Circult and ' n1y AldrIs Duva ou F By C er CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR. OAT E: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. < e, ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURg JOURNEYMAN NAME&70 N_ _ Oc A'��-5 ADDRESS: A/ 51,14 1 —RFD BOX zA, 4,2.9, c-" BLDG.SIZE BETWEEN: RES.Wr APTA comm.I PUBLIC I INDLIS. ( I NEW( I OLD ( I REW. I ADDITION I ) TRAILER ( I TEMP.( I SIGNS ( ) SO. FT. SERVICE: NEW( I INCREASE ( I REPAIR FEE CONDUCTOR SIZE '2� AMPS 50 COPPER ALUMAK) SWITCH OR BREAKER -5'0 AMPS PH 3 w 93o VOLT RACEWAY EXIST.SERV.SIZE Ale M6 AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE INO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL MPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. I I OVER 600 V. NO. KVA I I NO. lKVA NO.NEON TRANSF. NO. MOTOR SIZE SWITCH I FLASHER EACH SIGN t FORWARDED s TOTAL FEES ------------- PRE-SERVICE DIVISION TACKSONVi-! LE ELZCTIRI(� AUTHORITY WEST DUVAI STREET jACK-SON'l FLORIDA 3'2�2`02 THE FCLLOW7NG FINAL TNSPECT1CNf, ':! ) ',�AVE :=ATISFACTORI/ TP ---------- ---------------------------- --------------------------- 1-5-c -7 ------------------------------ C� -jet je -575 L� -4�11 7--- -------------------------- ---- - ----------- -------------------------------- 1j Enclosed are the blue copies of the permits. SINCERE' Y, L L1, BUILDING INSPECTION DIVISION FILE 0-i-I Y Gr- 4141eW�4c 2e I "k,,; z -49 , 4� Office o! Building Official REQUEST FOR INSPECTION Date -7-,-- -,-- Permit No. T me A.V Received, -------P.M job Ac;cj, ocality Ownet" nz cort'acto" G C 0 CR E T E ELECTRIC i IG MiECHANICAL 7 /souclh Air Cord. & Re -I— PN, HFa';ng lop but 1 w.�p a r Fire P�ace Pre Fab P.EADY FOR IN�;PECT!CIN Wcd. T�,�s. FrJoev F.V" F'nai lncpi�cdon Cer�ificatE of Occupancy Ut- A I LAN I 1Q, ftAUH, RORIDA Apptov*d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR, DATE-- -7 19 5�;� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MA/STER ELECTRICIAN SIGNATURE JOURNEYMAN NAME .f)AW N ADDRESS; nf AL 0 7-, --��RFD BOX BLDG.SIZE BETWEEN: 4- (7 774 RES. Ivl- APT. I comm. ( PUBLIC INDUS. I NEW (t-< OLD REW. ADDITION I TRAILER I TEMP. lk") SIGNS I ) SO. FT. SERVICE: NEW (Pf INCREASE ( I REPAIR I FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. SWITCH OR BREAKER AMPS PH J w A3D OLT RACEWAY EXIST.SERV. SIZE NO tVC-- AMPS PH W -VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. LIGHTING OUTLETS 13 CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS 31-100 AMPS, SWITCHES 15, INCANDESCENT FLUORESCENT & M. V. FIXED O.ioo APPLIANCE,g 1 -7 1 BELL TRANSF. AIR H,P. RATING M.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS-, UNDER60OV. OVER 60-0 V. --- �No. KVA IlNo. lKVA NO. NEON TRANSF, NO. VA. MOTOR SIZE SWITCH EACH SIGN FORWARDED s OTAL ------------------ ---- -- ---------------------------------------------------------- ---------- -- ---------- CITY OF Office of Building Official REQUEST FOR INSPECTION Date 7-- Permit No. Time A,M. Received Pk za Job Alddlre [-Ocality Owner's N ,e ntralc am BUILDIN�� C C1,N 0 REr T E- ELECTRICAL PLUMBINCi MECHANICAL Framing Rough'Almna Rougt-, Air Cond. 6 Temp pole Top Ou! Heating Re RL,,,t;nc. lnsu!a,�ion Jnte� Flna� Sewer Fire Place Pre Fab READY FOR INSPEMOIN Mon, Tues Wed. hurs. A,M, MI. �nspcc!icn M de -------- Finai Inspe ction !nSO Certificate of 0 upa CY Data BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV. Street Address: LOCATION OF Intersecting Streets: Between —And BUILDING Sub-clivision 11. IDENTIF ICATION — To be completed by all applicants In consideration of permit given for doing the orl, as clesuibed in the abcve statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) 'so 0-a- Master Name of Property Owner 3Lnnu iibeai "c& Signature of Owner S;gnafure of or Authoriied Agent 01 p I I Q I I Architect or Engineer Ill. GENERAL INFORMATION A, Type of beating fuel: IS OTHER CONSTRUCTION BEING DONE ON Etoctric THIS BUILDING OR SITE? [1 Gas—0 LP C] Natural 0 Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION [3 Oil PERMIT Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) ke"'Residential or commercial 0"' Heat 0 Space 0 Rocossooll l Central 0 Aoow �_�New Building Gj-'Air Conditioning: 0 Room 13'Control 11 Existing Building Gr_Duc� System: Material "icknesi— 0 Replacement of existing system Maximum capacity c.f.m. 0 New Installation(No system previously installed) • Refr;goration 11 Extension or add-on to existing system • Cooling fow*r: Capacity 9.p-rn, D Other — Specify C] Fire sprinklers: Number of headIL • Elevator 0 Manliff [I Escalato (mur"660 THIS SPACE FOR OFFICE USE ONLY • Gasoline pumps (number) (R-Ce'"j) C] Units (number) Remarks LPr V containis (number) Vnfirod pressure vessei 0 &oil*" Permit Approved by Date b 00ter — Spocify Permit Fe- LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number 34anuftcturer Capacity Approvft (Tons) Amey 7710at�� ' 4: � / 4 LOU- HEATING FURNACES, BOILERS, FIREPLACES Number Units Description Model Number Menufaucturtr capscity Approvift (RTU) A91=31, TANKS ]ftow Many Nordnal Capacity IY" LAquid Narass of serial A%roving and Dimensions Contained Mmufacturw No. ency A P P L I C A T 1 0 N F 0 R M E C H A N I C A L P E R N I T Approved By Mechanical Permit Number LOCATION STREETADDRESS: OF USE OF BUILDING: 0. BUILDING BUILDING PERMIT o-L go NATURE OF WORK: REPLACEMENT ALTERATION REPAIR ADDITION OTHER MECHANICAL WORK TO BE DONE PERMIT FEE Equipment To Be Installed: Air Conditioning Number of Un ts Ton $ Type Units: 00yri-e W4��-0 1 j r�i s Heat: Number of Units BTU,s �e�_14_600 $ Pumps: $ Well: $ Boilers: Number of Boilers BTU's $ Tanks: 0-600 Gallons Over 600 Gallons $ Duct Systems: Number of Systems CFM $ Automobile Lifts: Number of Lifts $ Elevators/Escalators: Number of Cars Number Floors $ Fire Sprinkler Systems: Number of Heads $ Fire Standpipe: Number of Standpipes $ Fire Hose Cabinets: Number of Cabinets $ Fireplaces: Number of Fireplaces $ Alteration or Repair of Boilers: $ Solar Collection Systems: Number of Collectors Commercial Hoods: Number of Hoods Heat Exchanger or Coil in Ducts Gas Piping Systems: Number of Outlets $ Gas Vented Wall Furnaces or Water Heaters: Number of Units $ Miscellaneous or Other Work: $ Permit Issuing Fee $ TOTAL FEE $ Mechanical Contractor: A-i Ye -02-C�)ti o I aq 4 - 3 dat 3 zz(�> Company Name Addrdss Zip hone 64) State Certification/Registration No.: (2-rATC-0 master card# Qualifying Agents Signature: Date: Property Owner's Name: 7PI) WA ZA Permit becomes void if no work is done during a six month period. I hereby certi- fy that I have read this application and know same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whe- ther specified ot. This permit does not give authority to violate the provi- sions of any ot state or local laws regulating construction or the performance n of constr t" f� _ Signature: Date: .41 X�14 PSR-384 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ LOCATION INFORMATION --------- ' Permit Number: 15591 Address: 890 MAIN STREET .. Permit Type:PLUMBING ATLANTIC BEACH, FLORIDA 32233 C14ss of Work*.NEW --------- LEGAL DESCRIPTION ----------- 0 Co'nstr. Type:WOOD FRAME Block:150 Lot : l Twp: Proposed Use:SINGLE FAMILY Section: O� SUbd; Dwellings:' 0 Subdivision:SECTION H .,Est . Value,-� 0 .00 ymprov. C o a t 0.00 ' Total Feo�^ 57 .00 - 7, ),�mount 57 .00 �F, --V a IN APPLICATION FEES ---------- 'T,ION -77 0 PERMIT 57 .00 A77-7774- Addr: 9 1 44 tot, o� 106, I It 14 01 3 arm" A FLORIDA -2-,�i�' PhOn* rn 7 ------ C"'61ibR f"AORMAT 1014 ------ Name JAC-KSONT� JLE PLUXB4,N4-�`-`COMPANY 8 5 6 TIWJd1ANA ROAD 16 �4ACKSONV' FLORIDA 32210-7,977 Exp* Ale, T `2 NOTES: j NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY,OWNER PAYING TWICE FOR'BUILDING IMPROVEMENTS.91 ISS1 _JED,ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO.REVOCATION FOR VJ�ATION OF APPLICABLE PROVISIONS OF LAW. WAS All 81 1welPt. MIE797 ATLA,NTIICAACH BUILDING DEPARTMENT By: 7-7 7 -77-777, CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS:- STATE LICENSE NUMBER: C J�Q_Dl-( _15�� TELEPHONE: HOW MAXY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS -DISHWASHERS URINALS DISPOSALS .:2 CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: n SIGNATURE OF CONTRACTOR: L L&nL ---------------------------------------- ----------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 12-47-5834. PSA-3844 15743 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ ------- LOCATION INFORMATION --------- Permit Number* 15743 Address : 890 MAIN STREET Permit Type:MECHANICAL ATLANTIC BEACH , FLORIDA 32233 Class of Work:NEW --------- LEGAL DESCRIPTION ---------- C16nstr . Type:WOOD FRAME Block:150 . Lot : 1 Twp: Proposed -Use:STNGLE FAMILY Sectioni 0 Subd: Rng: 0 Dwellings: 0 Subdivision:SECTION H Est . Value: 0 .00 Improv. Cost .. 0 .00 " Total Fees : 43 .00 Amount Pai`,, 43 .00 Date 6/_X,998 Work ��AL HEAT AND AIR ION APPLICATION FEES ---------- PERM I T Name,,,--.DA 43�00 4 Add B FLORIDA 3;� 501A, 7 'S hon p ORMATIOO Name, SC6ii A E 6 OLOGY -TNE OAD JACKSONVI-L'UZ FLORIDA 32207 Li c: CafZQ,3351i Exp: Ty -3 q A 4 NOTES:, NOTICE-INSPECTIONS MUST,BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER StFAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCfl VIOLATION OF APPLICABLE PROVISIONS OF LAW. 4 ATLANTIC BEACH BUILDING DEPAR ENT By: 1S. CITY OF Office of Building Official REQUES-ir FOR IINSPECTIONI D ate Pern-,J.Na T me Rfeceived Pm. Job Address lity Owner' gv Name Contractor BUILDING ONCRETE ELECTRICAL PLUMBING MECHANIC^L Framing Rough Wiring Rough Air Cond. Re Roofing FJ 'I, Temp Pole Top Out Heating "'t.1 Insulation E Final Sevver Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. ? A.M. Inspection Made - G -PM. Inspector- Final Inspection Certificate of Occupancy 1 Date MAP SHOWING SURVEY 01- Lot one (1), BlOck OnQ Hundred Fifty (150), secqion 'ATLANTIC BEACH, abcording tO PJat*d)q1'eOf recordt;d in' 2 Plat Book 18, Page 34, G * ()f tl10 Qurl'fmt public r4cDrds of Duval _ 7 OUty, Florida, .—�T h airld 4-onin., CERTIFIED TO: DA14N MRIE ADAMS/STEWART RIVER CITY TITLE INC/REGIONS MORTGACE INC 0, G I bvl 41 0 N, 0 10 Qjk X —4- E'I 0 0 V "k4 114 &1141/V 5 TR e 6,01 Vl`._V#4rL�Cj)) - FOUND IRON PIPE/PIN L - ARC LL14CIII ELEV/EL. - ELEVABON - FOUND IRON ROO Cli - CHORD UEARING N.G.V.D. — 14ATIONAL GEODETIC VENTICAL DATUM SET IRON ROD (L.13. 6072) 5/8' 74U.M. — 1113PORARY UENCH MA),,( F.F.. - FINISHED FLOOR ELEVAIION FOUND CONCRETE MONUMENT 8 m. - UEt4CH MAJ(K OJ( " LWfICIAL RECORDS IJOOK SET CONCRETE MONUMENT P'U,C. - POINT OF COMMENCIMEN) N,T.S. — NOT I'D SCALE CONCRETE (D) - DEED MEASUREIAE147 SURVEYOR'S IDENTIFICATION MAN P.O.B. - P0114T OF UEGINNING - FIELD MEASUREMENT RIGHT OF WAY P.C. - POINF OF culivE �Im, - PLAY mEASUREMENT L CENTERLINE P.I. - P0114T DF TANGEIICY U(. - KOCK RADIUS P.C.0 — P011,11" OF CONCA�E (JRVAIURE P.R.M. - PFRmANENT REFERENCE MONUMENT CHO PA.0 - PONT OF REVERSE CUl1VAIU8E P.C.P. - PERMANENT CONTROL POINT RD DISTANCE P.I. - POV OF INIE16ECTION (IYP). - TYPICAL T1,406 IP2M), JOB NO.��7-c),jLc; DATE F.B. PAGE REVISIONS Ile L ZL Z— opeirty described hereon appears to ot bearing structure. 2�_ SCALE, Not valid without the sl9noluro and the original ichments as shown hereon are only thu.s above ground. visible ob)acts raised soul of a Floirldo licensed surveyor nnd ,ad by the surveyor. mapper. Additions or dolictions to 3urvoy mops ;Jilirgrownd structures. utilities of foundations wort locotbd or datairninod 6 survey. DEV.[jVO or ruportu by otnur than the signing party or urvey does t,ot reflect of dalwirrine own.r3i4p. porticu Is prohibited without written consent irvey mods without benefit of an Qbstro,t a$ title. No right—ol—way or & .rlssociales, Inc. of the MilnIng porAy or portico. .*Ats of record were furnished to this Min swcopt us snown. Acinces, bearings or angles are as field v�muburqdl. Dead or plot irements are n zzmg2�:::2 E.0]g\, if slevutions. :5505 U.S. 1 SOUTK SUITE #3 141CHOLAS H. FRANKLIN �tlficullun of this survey is a profession I opinion bosoU on ilia GA31iny ST. AUGUSTIHE, FLOk IDA 3:2086 Probi3uionol Land Surveyor L.S. #4620 .id auc,imentary evidence available at it,i tints title 3urvay woz pi r.po(cj. U04—)97—I8t;'1 FAX 904-797-2049 FOR HANO AND ASSOCIATES L.B. #60!2 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDXTXONS, OR ALTZRATXOkslr�""�;j MOVING,DEMOLITIONS Owner(s) :- ov" Job Address: 3010 tAc\0N 6-1. Phone: L70 9 9 - Lot # I Ej� o r ""i-L-- # I S-0 Subdivision:.&'� Contractor: 36-SePA E Fox State License Address:,(/// Fe—qcA X-N-4 Phone No: L7-dL1) 7,26 - 7C, cir, cityl\c Ksi>-,v State ele r L -A c\ Zip Code 3.:221 G 1 -7 , X ).2 ' oAq Ile )'--t Describe work to be done: 't""I de- (TvL.-"A:P e- Present use of building: e Valuation of Proposed Construction: ,�) 0 Proposed use: -51'end Is this an addition? Ye- If yes, what are the dimensions of the added space: /7 ft. x ft. Will the added area be heated and cooled? N340 New electrical (or increase) ? 00 New plumbing fixtures? NO New fireplace? K)ONew Heat/AC?—OC SUBMXT TEREE (CC"1ERC1A.L) TWO (REsXDENTzAL) CCNPLLrTLr SLrTS OF pLANS, INCZUDING SITE PLAN, SURVEY, ENERGY CODE FOR14S, NOTICE OF CC"WNCEMENT, AND OWNERICONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Date: Signature OWNER, C-7 Signature CONTRACTOR:. -Jt�zl- Date: AS TO OWNER: Sworn to and subsc bV day of T11 IV I*A,mB. wiLmr .:-Commission#CC932669 Expires A il 30.2 Owl/ Bonj"dTbrn TARY PUBLIC ,00 AS TO CONTRACTOR: AtUntic Bonding Co.,L= M,2LI00 Sworn to and subscribed before me this day of 'Jci/v Mi hael D. Switzer --Commission#CC 932669 NOTARY PUBLIC Expires April 30,2004 BondodThru fill I Agmtk Bonding Co.,Inc. DEPARTNIENIT OF 91)P1.7-,MNG 800 SEMINOLE ROAQ-ATLANTIC BEACK FL 32233-TEL: 2-47-582G-FAX: 247-59:77 PERMIT INFORMATION LOCATION INFORMATION P- 0-MR X umften 20426 Permit Type-. STORAGE SHED I METAL GAftAGE1 ATLANTIC SEACH, FLORIDA1,2233 I 4'ownship- 0 Range: 0 Book: Mawp. ,!71 Wot �N;,E�,N§ I Proposed Use: SINGLE FAMILY I Slotk� 150 Secflor:0 squave �'-ee2. Subdivision: SECI fON H Est.Value: parcO Number: J dWNItk- -INF- OR'MAT--1O`N-- pwv. cusi: 5,200, Date Iss"ed: 8/01/2000 Name: M. ADAMS Totai Fees- 67.50 Address. 940 MAIN STREET Amount Paid: 67.50 ATLANTIC REACH, FLORIDA 32233 Date Paid: 810112000 Phone: (904)771-'7558 Work Desc: STORAGE SHED 7—-AFT-A—L CAP-AGE CCNTRACTOR(!$� APPLiCAT-40K FEES FLORIDA METAL STRUCTL)14L�-OFf"E, 67.50 A4uit*d FINALL-MILDING f NOT iCE-iNSPECYIONS MUST HE REQUESTED Alf LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED iN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPER7y. OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. S67.51.1 1, DAte: 8/01/00 01 Receipt: 0317,�A ��T-L�AIC a CH Bull ING DEP 3 2-2—3 rrI r 0 0;0 wn"om fame m;u 0 C— M tz M HEIGHT 7' 1 81 91 to, 12' 13' 14' z AX > v 3t x IDTH x 12.5x2.5 (Ti > 3> -4 Il' 4- 115 on r-3> - --------- 12, 6 (40) 14' 2' —4 13, 71 a c:;u 4x4 C-)r)c 2.SX2.3. 13 go r) i c c:-i Is, 61 30 ;0;10 c: m 12 go 0 21, 4. V) ---------- — -- ------------- ----- 22, 9. 30 24' 2- 12 on ------------ ----- 25' 6' p7 12 go' 4x4 6 It' ----------- --------it----------------- fq as ---29, 91 SPECIAL FOOTER REQUIRED DR C2 z n 29' 9', 2' 7' AND 33' 5 JIDTHS r A ir C3 35' 5' < to In USE SP&H CHARY, C= 1. SELECT WIDTH or BUILDING DESIRED. r RtADE r 111A 12 0. 7 7 ' 2 =3 LI 2. SELECT EAVE HEIGHT 13F BUILDING - THIS IS DIMENSION TO TOP OF COLUMN FROM C C3 3. FOLLOW HORIZONTAL LINE FROM WIDTH TO CORRECT HEIGHT COLUMN. I. z 4. SELECT TUBE SIZE AND GAUGE LISTED. L"I 5. INTERP13LATIIIN BETWEEN SIZES IS N13T PERMITTED. 6. THIS TABLE TO BE USED WITH DRAWINGS GNFOI-01 THRU GNFOI-06 ONLY. 7. DO NOT ELIMINATE EMBEDDED COLUMNS FOR DOOR OR WINDOW INSTALLATION. IZE AS S A: v r PLAN VIEW < 81 NOT TO SCALE ENCLOSED BUILDING, SIZE PER TABLE FULL SIDE COVERAGE r in I T I stow%"w pvmd I "* t a=-=-= C.R. Caudel, P.E. 4( -p 8'.w&u Gwol-of Ass Ak.'4 to",) > ;u m 0 24' CENTER BRACKET 3> > Z BRACKETS '0' MAY BE B TYPICAL BOTH SIDES > DELETED IF CENTER BRACE xx OF METAL FRAMES r1l fri X IS WELDED T13 ROOF CHORDS D -q-4 > > CLASSIC RIB GALVANIZED 12 METAL DECK 14 ;u;u -4 C C m r)c: C --4 ;u c: CLASSIC RIB m ri 70 GALV. METAL DECK METAL FRAMES PER SPAN TABLES END/EAVE BRACKET TYPICAL BOTH SIDES NOTE CENTER UBE ND BRACKETS NOT OF METAL FRAMES REQUIRED IF FRAM S E IS NOT HATCHED SEE DETAIL THIS z ON SPAN TABLE, SH T 1, SHEET n r C3 EXAMPL 1 TUBE L R CKETS ARE NOT BLOCKING - PER FRAME SIZE :r W rn REQUIRED FOR 3 7' 13' HIGH FRAME, BUT WITH A 2 1/2'X2 1/2'. tl ARE REQUIRED R 32 ' X 14' HIGH FRAMES. 2 112' LONG 15 GAUGE < z ANGLE L/ 2 - 1/4' SELF c: METAL FRAMES TAPPING SCREWS EACH r LEG, TYPICAL ALONG THE E3 0 LENGHT OF BOTH SIDES z z CON SLAB f" cl W/Y6x6-WI.4xWI.4 OR FIBER REINFORCING \\V 4 N LL SECTION 2-2 ri 0 NOT Ta SCALE 4 0 z SEE SHEET 5 FOR FOOTER DETAILS WA I mmm_v bm"d SAN C.R. Caude4- P.E. #V P*+. nor"& GWCI-02 tv PACKING, TY CONNECT WITH ANGLE CLIPS AND r r> /4' SELF TAPPING SCREWS r- (4(4 -4-4 0 12 ;a;u--I -, 4 ccg;u n C= c: L4 0 m -----EV 5' MAX c VE -:EN z r) 3: L4 m EVEN to VEN— PER DOOR REQUIREMENTS -S' MAX SPACING— W* PER POST z a t:o — r RErER TO TABLE FOR WIDTHS z AND FRAME SIZE REQUIRED rl cl COKR As t E S W v x6-Wi.4xW[,4 OR FIBER REIWORCING If CA rl SECTION 1-1 z NOT TO SCALE , 4 C.R. Caudel, P.E. wvw GNF01-0. SSS-P PtmWkV Jmb~4 1-11" JA@"("4)8 ilall 070 70 C3 W > z M Ill --1-4 rr) >3> -4 2992. ROOF L 310MG FAMELS. TYFr\ r r-> cm"W'" C C 70 oc 4-4 n ;o c Clt OVERHEAD If ri z n Z. If rl W z Raw stalm PAW�2. Typ. cl ---Vt VWF6.#-VL4 CM non L lilt 1;11 1-11 1111 ENCLOSED BUILDING, SIZE PER TABLE C3 z J a Some C.R. Caudel, P.E. J( r 70 MOM ROLLING OR OVERHEAD DOOR—,,,,, W 3*Z sat"it 19 I rave a am M 33- 4 n TIT ri TYPICAL FRANC POST STANDARD FOOTER KOAMWk PCOM M#V V.W P(A 3W r STRMnMS P&T, C,z r C3 < W rn 4 I D 1713 w UAI FOOTINGS NOT SHOWN FOR CLARITY r um in$room"M w V.3V r Me 33,S.VOT"t SECTION 2-P is z NOT TO SCALE El 5! 13N --A" CONCRETE SLAV V1 Vwr 6x6 V14%VL4 -01 otom clm"MMA VIRE HE'Su� 'IV \\-.s Rtw4 0 FIBER RMW 4r r L I > r L-0-j CONTROL JQlNT DETAILS r in C.R. Caudel, P.E. *1 GWCI-0'5 -411 CARGLINX METAL STRtXTURE 40 rLDRIDA-METAL-STl=TtWES----- CNCLUSED-BUIUDI-N-1; SPECWICA -S -TION �Gl S Rw RES--- inn ............ NOTESs 1. DESIGN SPECIFICATION: STANDARD BUILDING C13DE (1997 EDITION) DItSIGN LOAD, ROOr LIVE L13AD 16 PSF DEAD LOADt ACTUAL WIND VELOCITY: 100 MPH ROOF LL+DL DEFLECTION L/120 2. WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS, UNLESS NOTED 13R SHOWN OTHERWISE., 3. - IF CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING ELEVATIONS, OR OTHER CONDITIONS WHICH PROHIBIT EXECUTION OF THE WORK AS DIRECTED ON THESE DRAWINGS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. 4. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AND TRUE, OR IN OTHER PLANES OR SHAPES AS SHOWN ON THE DRAWINGS. JOINTS SHALL BE TIGHT, EVEN, AND FREE OF 'OFFSETS. NO FIELD ALTERING OF ANY MEMBERS WILL BE ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, WITHOUT WRITTEN APPROVAL OF THE DESIGN ENGINEER. 5. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ADEQUATE SHORING, BRACING OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR DAMAGE TO THE STRUCTURE DURING CONSTRUCTION PROCEDURES ASSOCIATED CZ HL WITH THIS PROJEC T. 6. CONCRETE: CONCRETE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS Z SHALL BE 3000 PSI. It 7. CONCRETE WORK SHALL COMPLY WITH ACI 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301) AND APPLICABLE PROVISIONS OF ACI 318. KEEP A COPY OF ACI FIELD REFERENCE MANUAL (ACI SP-15) WHICH INCLUDES ACI 301 AND OTHER ACI AND ASTM REFERENCES ON THE JOB. 8. ALL MAT AND FOOTER FOUNDATIONS SHALL BE PLACED ON A COMPETENT SOIL WITH A MINIMUM ALLOWABLE BEARING CAPACITY OF 2000 PSF. 9. DRILL AUGER PILING HOLES IN UNDISTURBED EARTH. 10. CONSTRUCT AND REMOVE FORMWORK IN ACCORDANCE WITH 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK' (ACI 347). 11. ALL GALVANIZING .SHALL BE PERFORMED AFTER FABRICATION, AND IN ACCORDANCE WITH ASTM A123 AND/OR A153. 12. THE MINIMUM YIELD STRENGTH OF THE STEEL USED IN THE LIGHT GAUGE METAL FRAMES SHALL BE 50,000 PSI, FOR RAW OR GALVANIZED TUBES. 13. THE MINIMUM .YIELD STRENGTH OF THE STEEL USED FOR THE LIGHT GAUGE METAL DECK SHALL BE 80,000 PSI, DECKING PANELS SHALL COVER THREE SPANS, MINIMUM. 14. THE LIGHT GAUGE METAL FRAMES AND DECK SHALL BE OF THE GAUGE INDICATED ON THE PLAN/DETAILS. 15. ALL WELDING SHALL BE IN ACC13RDANCE WITH AWS DLI. 16. ALL WELDS SHALL BE COATED WITH GALVANIZE PRIMER & PAINT AFTER WELDING. 17. WHERE HIGH WATER TABLES EXIST, CONCRETE MAY BE PLACED BY USE OF TREMIE PROCEDURES FOR PLACING CONCRETE UNDER WATER. USE LARGEST DIAMETER TREMIE PIPE PRACTICAL FOR PLACEMENT. VO tol", avm'L va of t4e SO tfe tioll 103.8 Tylellts Of See trtiettLre LI)CLS -OW he requIre tbis 5 tie tollo"Ving. urstLaIlt to of tssuartcp use.For time or te ,,ueJ P t the ctjorL A IRO. ,,,i,ceirtiftea,&cerOillg thcLt(I totg CoAstru polix -be'9, la bat CO 13t,ilculig e9tL'O`tirtg �aevt, es r - W,,,,rX-- C 0'r(IJACLA 13 P-a iotis S .tea �pcsm'lj ose Jp pos 10.1trfiffitratt of Orruvancu Mtu of Atlantic Ntar4 — 31turiba Devartmrnt of Nuilbing �nspertiun This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard' Building Code certifying that at the time of issuance this structure was in compliance with the vart.ous ordinances regulating building construction or use For the following. UseClassificati,n Single Family Residence Bldg. Permit No. 15 2 9 0 Group W-fraMe Type Construction Sf Fire District Atlantir Renrh OwnerotBuilding Dawn M. Adams Address890 Main Street Build' Address 890 Ma-in Street Locality Atlantic Beach, FL 32233 I A By: DON Q. FORD - Building tifficial Date: -� - -3 - 'i ? POST IN A CONSPICUOUS PLACE CITY OF 4&-.4d� Office of Building Offfi jia!� 5-7 V .3 REQUEST FOR IN P CTION 4 6 /c�- '? 9 Permit No. T'me A.M. Receved P NI �ob Ad ocality Ownet Name Contractor 4�L- (:B::U:��D I N CONCRETE �ELECTRI�GA�t�----- PLUMB31NG �EC ANICAL Framing - Footing Rough Wiring E- Rough Air CoFd. Re Roo"na Slab -- Temp Pole Top Out Heating Insulation Lintel :7 Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. (Ed Thurs. Friday Am Inspecion PM. Final lasDeg;14 k lnspector-t�� 4z�— <:C2rtjficat.of!0!!c!c!u�p�anc Date DATE: --,3 - 3- 98 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION( S ) HAVE BEEN MADE AND ARE SATISFACTORY : VC)o -U-1---------------A- -------------------------- ------------------------------------------------- ------------------------------7------------------ ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, (t�:;D�zr BUILDING INSPECTION DIVISION cc: FILE CITY OF l*&otz Ve4d - 5&uda 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904) 247-5805 NOTICE TO: Water Department FROM: Building Department DATE: 3- 3- 99 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address 9 Sincerely, Building Department - --------- BUILDING, PLANNING AND ZONING INSPECTION DEPAR TMENT CITY OF ATLANTIC BF-4 CH, FLORIDA CER TIFICA TE OF OCCUPANCY WORKSHEET Date Requested: 2- 2 LI- V V Building Contractor: O-e/-?r)x t'j C)'z 7 1-k BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTICBEACH, FLORIDA CER TIFICA TE OF OCCUPANCY WORKSHEET Date Requested: 2- 2 44 V Building Contractor: /01/?/-?'/ 0'z-r/4- Building Permit Number: /5-'2Q Address : 9-9 0 1'k-)" -�7 Legal Description: /' 'L /) '310CIC Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: 11. 9 12-00 requirea- as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOKING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works Z-2-q Planning 2- -2 q- i-�A-2 7- B,uilding CITY OF 4i�aa,4-0 13we"14-1"16 Office of Building Official REQUEST FOR% HN'SPECTION -!2 - '/-(�;'-T) /57�2 9 Date 14-117— Perrn,, Time A.M. Received P m. Job AddR�sZ L z y o Owner's Name ——----�� Contr for BUILDING CONCRETE ELECT61CAL PWM MECHANICAL Framing Footing Rough Wiring E, Roug Air Cond, & Re Roofing —j Slab Temp Pole El Top Out Heating Insulation Lintel Final r-, Sewer F� Fire Place Pre Fab READY FOR INSPECTION A.M, M Mon. Tues. Thurs. Friday P.M, A.M. P LM t��-71-n Made M. Inspector Final Inspection 'L-jJ Certificate of Occupancy Date Wire) -6,1 pp.eyrr FEDERAL rfqn�[NcY MANAGEMENT AGENCY NATIONAL FLOOD INsURANCE PROGRAM *' ol Insuince puichas-9 isqu'as-r-e-AlKis lot M bused orji 10 ATUI`4110�4: Uts 01 this ",le;ciale 6:�qs j)cl ptovide a V,;4! rrjrur !6 rrint L co .1�yroodplalnfnana;vranl ord,4hcts.lo do v,ce *le ation into(malion ne-:4"at y to VWX9 VOW!""06`:I� or Raiiiiian(LOMA or UYAKYOU vic not gupport a rip'jco IV a 10-1 thvpT0;V Ir'sufAncs PrOM"um fa!li.3nd'01 to 4 Co rne r ol this bm lKilred io fesr m ori be found on the 10110WIrig papit. Instructions for com;llcling 1�-`18 bf CW*XNV USE ROPERTY INFORN(VION EECTIONA F, 9,J%.V114G 06NER S NWE DAWN MARIE ADAMS -SIREET#,:��QESS ki,U-L 6 &,d W E A.Lj�&:)X N'JWEA XU Main & 9th Street 'i7 fie 6 X-1, at, 7 F% mE *�E�: Lot I B k JZL—Section "H" --AtLani E Uri Jax. , F1 SECTJONI� FLOOD pjSURkNU FtVE WAP triw.j INFORM1,7104, pro.r',:se V'-e 1o!!Q-lv1nQ lrom. the prc�per FIRM(See -T 4/17 si LL 120075 0001 D 89 a r'x 7.Ind�callio the r0e-,afion dalim sys!erri used on tha FIRIA lot Basi;vic-od Ele-jal;ons ISFE): VD 79 L-:Dthor JcWscrjt*on ba:IJ is P!D,Adr lky has ss!,��isd I V d nQ s e wi:4l't b.For Zores A or V.whvg no EFE 'd 0-1 he rj;�jjf.rs,,d te Dommin is aMlzy isb �Id; h thecornmuntli's EFE'L SECTIONC BUILUN3ELEVATIONINFORMATION 1.Us;n;the Eleval,on Cierlitiule Insputions ind*14,1 14 6,a;,am nimber Corn Vile CagramL found or,pa;es 5 grits 6 thal t*sl OrescribGs tho Subect bu11d'.ng*s i0erenoe ieval–,L—- 2(a). F iW Zoncs Ai-A30.AE.AW.and A(w:th W). The 10;oi vz rtliprew Wel ftDr frorn ft selected d7ta;,arn Is at an alevafon. at loll-61L) ' .'feel NGVD(or 01ho-FIRIA dalum-see Se:i!on B.Itern?). (b).FIRIJA Zones Vi-V30.VE.and V(,11h EFE). The bottom- 01ths lowest horizontal struclul-al mornberolthe refiere-y-e levelhom the selected da;I,am.is at an elevailonot i : J_L-.�JU ik6i NOVO(of other FIRM datum-see Sev:on B.fie m 7). (C).F1R%1 ;!One A(wiltizul EFE). 'ftr,,IiO D,Vsej jks pe je!e!erkz kvel Ifom OX sele:ted d'a2rarn is L—!.0 kel stbove rE Or t*l0W7'-1 (check one) lNe Ki^host C,adr. alaxr-1 to I)E bj1d'!g a (d). FIRIA Zore AO. The floor usc-d as the lipfc-rence kiell frorithe seiemed d a,�-arn Ls Ifeel&bon! 10!below 0 nel thf h;;Ne si Q,aci;16ja C;1.1110 the bilding 3 Ind:.elf, thr, Oe,a!,on dalurn sislem us-!d in dvr#-m;N-.p VIE a5rvE telve-1cle IE-ve-e1e-va:!cns)- a--R3-VD 29 r. Other Idescrbe U'�Oef Commms on Pa.E-2). (NOTE if jre i;.,9v2ij rne;%m vSOM the EFEval,*s Is 014pri-nY I?,.-tn Vat use.1 opi Vii- FIRV Ise-C. SEC1,0!�,E?, psem 7j ItGn 1,qj,evj!'D�6 ds%orn systErn VSE1,1 On the P.?;.�2) 4. fer,li'linCe rna,k vsqj jB;-,C*ars on FIRM. [j-yis []N� (SH on Pa,�e 4) 5 The ro"Gronce le. e, ele'lWiDn is based 0'% -.juz'corls!tev% D LV*WVuN;0n C'S n1rQs (Nolm�- LISP of cor)s frvCf-.Cn C('R A'/*n.IS if 1ple bJ"IJ'V&>fs Act yt-1 ha ve IhL'r6!p'f'.)C'Q kw?rxF J-1 P!2:4.in V�-�;th bv'�,bE fe Q viqt 't conviroclion is Cvrr4p!6.-e.) 6.1hE lowes,Vale 1Mmed'2!q1j 81;3:knl to the W%iv is IC.61 V,ivi)(0"oveili FIRM egurri.tee E-C111 Di 5.1 Lrz M 7). CoLilvoNilf INFORM,AJIDN V'4 conirnunily olli,c.g!to%p6ns!vr,loi ve rifiring b,01J.-C 6%ra!-�'ks 1;x 14f�e$t�41 t')e ft Itrenole IC eel Pxrwed in Se ctlom Is not It-c-*60-%tWi00!'as Oelinsj inthii 0-11-14-"X4 6'0v;!�nol V+b-.11a.rg's .*. I I i U let!N3,M(or oths-TIA1.1 d;f!un)--4&1 roc-l.,-,I't.tu-,n v., 2.E)file of V,e Valt of c:or,v,,ijtj,Di,,of&Ltstaralav irrVovs-w-1 '*S Sri)j vii iE F.'x F(x C0t4rv4.L',t0t4 IFEW-A For M 6 1.3 1.Lj.;,Fi V7 &I P.A`--I S A.11 K rV,DkA P7L MAP SHOWING SURVEY O� Lot Or.2 (1), Block Ont Hundrod Fifty (150) Section "lift ATLANTIC BEACH, abcording to planh�.r'�of recorded in' Mt Book 18, Piga 34, of the current public r4cords of Duval Cb�nty, Florida. CERTIFIED TO: DAWN MARIE ADAMS/STEWART RIVER CEI VE L-) CITY TITLE INC/REGIONS MORTGAGE INC FEB 2 5 1998 CitY Of Atlantic Beach BUilding and 470ning �,D CY G. A�C N y 4 lAi IV T— LEGEND; - FOUND IRON PIPE/PIN L - ARC LENGTH ELEV/EL. - ELEVATION F:�:'R: - FOUND IRON ROD CS - CHORD HEARING N.G.V.D. - NATIONAL GEODETIC VERTICAL DATUM S. R. - SET IRON ROD W.B. 6072) T.B.M. - TEMPORARY BENCH MARK F.F. - FINISHED FLOOR ELEVATION F-IEW - FOUND CONCRE MONUMENIVa' e,m. - BENCH MARK O.R. - OFFICIAL RECORDS BOOK &C.M. - SET CONCRETE MONUMENT P.O.C. - POINT OF COMMENCEMENT N.T.S. - NOT TO SCALE CONIC. - CONCRETE P 0 B. - POINT OF BEGINNING DEED MEASUREMENT I.D. SURVEYOR'S IDENTIFICATION MARK - FIELD MEASUREMENT RIW P.0 - RIGHT OF WAY P POINT OF CURVE �Pu - FLAT MEASUREMENT L - CENTERLINE PO NT OF TAN NCY U<. - BLOCK R - RADIUS P:C.0 PO:NT OF CONGCEAVE CURVATURE P.R.M. - PERMANENT REFERENCE MONUMENT CD - CHORD DISTANCE P.R.0 PONT OF REVERSE CURVATURE P.C.P. - PERMANENT CONTROL POINT NOTES: P.I. POZ OF INTERSECTION TE (TYP) - TYPICAL -- I — Acc=9/10 Enrerc Management Ag FIRM Map JOB NO.y-7-01jfC;1 DA F.B. PAGE REVISIONS ysc NO. ff ,Iv. the property described hereon appears to Ile In Zone 2� — Boils of bearing structure. - ) 0�v A S — Encroachments as shown hereon are only those above ground. visible objects SCALE: Not valid without the signature and the'original observed by the surveyor. raised seal of a Florida licensed surveyor nnd — No underground structures. utilities of foundations were located or determined mapper. Additions or deletions to survey mcps by this survey� or reports by other than the signing party or — This survey does i,ot reflect of determine ownership. DERNo parties Is prohibited without written consent — This survey made wlthout benefit of on abstract of title. No right—of—wcly or &.4ssociates, Inc. at the signIng party or parties, easements of record were fumlshed to this firm except us shown. — All distances, bearings or angles are as field measured. Deed or plot measurements are not I diff 3505 U.S. 1 SOUTH, SUITE #3 — Basis of sevatl ?I X NICHOLAS H. FRANKLIN — The certification of this survey Is a professional opinion based on the existi,ng ST. AUGUSTINE, FLORIDA 32086 Professional Land Surveyor L.S. #4620 fteld and documentary evidence available at the time this survey was prepared. 904-797-1867 FAX 904-797-2049 -L FOR DEVINO AND ASSOCIAlES L.B. #6072 FLOODPLAIN DEVELOPN/IENT INFORMATION Location:: 1670 �ec— t4 ;,j AtI4,04C, 6r--,A,-t4 J---/d P,C Type of Development: 5F-A Flood Zone: Required Lowest Floor Elevation: If building is located within a flood haza d zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMIvMNTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department R� C- - 1-61-k Building Department Representative- w A 4w PRO A ar ol 011- CITY OF 4&4a4c Be4cA-11buJa Office of Building Official REQUEST FOR INSPECTION X-E 9 Date Permit No. Time A.M. Received M 0 Job Owner's L7&,Y2�j L,o.C al i t yy Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 7 Footing Rough Wiring Air Cond. & El Re Roofing E Slab Temp Pole L: Top Out E Heating Fire Place F-1 Insulation 7– Lintei Final L' Sewer Pre Fab READY FOR INSPECTION Tues. Wed. Thurs. Friday (M:--:::D A.M. Inspection Made 4�� —P.M. Inspector— Final Inspection El Certificate of Occupancy E Date CITY OF ATLANTIC BEACH ppmmiii INFORMTION ------ ------- Lociv,100, INFORMATION --------- Pe*imit Numbeir.- 15b92 , STREET Address: 490 "MAIN ATLATiITIC-BZA�--R, FLORIDA 32233 -mit Type,-PLU"BING 1-�!J's s of Wo0c:N -------- 1490AL DE9,CRIPTION EW -------- C%hstr. Typ"e,*WOOD PRAME, 51 ock�*11�O Lot 1 )�"toposed 'Uie*SINOLE FAMILY sectiow., Subd:" . Dw e 111 noi 0 Subd-i V'i 3 i3Op#SECT ION ,li- -Est . Value: ivaprov. Cost ' Total Fe 'I-S.00 , mount at XN'D WA W,6r 1014 A -ON FEES vpwcAv Name - IT 25.00 Addi T gB Phil R p Ty 8 B I NG �0141 - 32240 JACKSON* BEACH, FL 41 c -,,r-,FCQ 56 4 'Exp;- T 4 e IN NOTES: NOTICE��-INSPECTIONS MUST BE REOUESTED AT LEAST 24.HOURS:PRIOR TO,I 1110IN NSPOC BUILDING MATERIAL,'RUBBISH AND DEBRIS FRW THIS WORK MUST NOT BE-PLACED IN PUBLIC SPACE,AND MUST BE C H L ARED UP ANb ' AULED AWAY BY EITHER CONTRACTOR OR OWNER 0FA ILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CA WOESULT IN. HE PROPEIRTY OWNEA,'PAYING TWIC E FOkSUILDINO 1MOROV0 V 4T".- IS$UED ACCORDING TO APPROVED PLANS WHICH ARE PART OFTHIS, PERMIT AND SUBJECT TO VO',CA I ION FOR 1 VIOLATION OF AP�LICABLE.PROVISIONS OF,LAW. 4L m ATLANTIC.QEACH B1%DIN()IDE ENT CKPRTM CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: F'110 Mat,A _S:4�-eg,+ OWNER OF PROPERTY:—DaLwn A)arn s PLUMBING CONTRACTOR&�541A CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: TELEPHONE: 190 '-/14/ 1 HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED -SINKS SHOWERS -LAVATORIES WATER HEATERS -BATH TUBS DISHWASHERS YRINALS DISPOSALS -CLOSETS WASHING MACHINES YLOOR DRAINS SHOWER PANS OTHER_SeL,t,�t (,,A4.cr TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR:7B4,_l,,_. (0, ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. CITY OF Z Office of Building Officia 57��9 5-(�6 5— REQUEST FOR INSPECt�� /,�� /5-7 -4, Date Permit No. T1 rne A.V.. Received P.Nf, Job Add Locality Owner 3 Contractor N ECHAM '�'l J�IL D 1] MBING IECH NiC (B X COWRETE Fra!r.mc Fcoting Rough I.Mring Rough Nr Co & Re Slat Ten p Pole To p Ou, Heating Lintei Final Sewer Fire Place Pre Fab READY FOR iNSPECTION C I Thurs. Friday Mon Md. --Q '.,lada A.M.. P.M. ,Iiial inspecflor, Cerl,!ficate of Cccupancy CITY OF Yq&4#d4C &404-&76 Office of Building Official REQUEST FOR INSPECTIO Date Permit No. Time A.M. Received 01.4 RM. Job A�Cdld,es Locality �wne Owner's �N ntra, CC B ILDIN CONCRETE ELECTRICAL PLU INGr MECHANICAL Framing Footing Rough Wiring Rough Air Cond. & Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Fridav Tues "N' A.M. Inspectio RM. Inspector Final Inspection Certificate of Occupancy Date - IT Pprrnit No. ece:%- PIM ou v Con�rac!or G 0 C P;E TE CELE7rTIC�AL PL 1. G MECHANICAL R01771-711,119 Rough Air Cond. & R Foo�;ng !at Temp Pc'e Top Out Heating !nsufati0r, Final Sewer Fire Place Pre Fab READY FOR INSPECTION 'Mon, T!25 we T�urs. 0 AM. Inspection Pm� I'mal ln�'pection i Cectific,,�, of Occupancy Date TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address Please update your records accordingly. i"K, CITY OF ATLANTIC BEACH /vcb Department of Community Affairs SN: 5079 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: DAWN ADAMS ! BUILDER: PENNYWORTH HOMES AND ADDRESS: ! PERMITTING ! CLIMATE | OFFICE: ! ZONE: 1 | _| 2 ( _| 310 OWNER: ! PERMIT NO. | JURISDICTION NO. CK . New construction or addition 1 . New Construction !. Single family detached or Multifamily attached 2. Single-Family ). If Multifamily-No. of units 3. �. If Multifamily, is this a worst case (yes/no) 4. ____ �. Conditioned floor area (sq . ft . ) 5, 1092. 00 ,. Predominant eave overhang ( ft . ) S. 1 . 00 '. Porch overhang length ( ft . ) 7. 6. 00 ____ L Glass area and type: Single Pane Double Pane a. Clear Glass 8a. 0. 0sqft 110. 00sqft ____ b. Tint , film or solar screen 8b. 0. 0sqft 0. 00sqft ____ /. Floor type and insulation: a. Slab on grade (R-value, perimeter ) 9a. R= 0. 00 , 104. 00 ft 0, Nst Wall type area and insulation: a. Exterior : 2. Wood frame ( Insulation R-value) 10a-2 R=13. 00, 861 . 00sqft____ ! . Ceiling type area and insulation: a. Under attic ( Insulation R-value) 11a. R=30. 00 , 1092. 00sqft____ 2, Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6. 00 , uncond 3. Cooling system 13. Type: Central A/C SEER: 10. 00 4. Heating System: 14. Type: Heat Pump HSPF: 6. 80 5. Hot water system: 15, Type: Electric ____ 6. Hot Water Credits: (HR-Heat Recovery, 16. -- DHP-Dedicated Heat Pump) - - 7. Infiltration practice: 1 , 2 or 3 17. 2 8. HVAC Credits (CF-Ceiling Fan, CV-Cross vent , is. HF-Whole house fan, RB-Attic radiant barrier , MZ-Multizone) 9. EPI (must not exceed 100 points) 19. 99. 63 a. Total As_Built points 19a. 23749. 74 b. Total Base points 19b . 23838. 50 ____ ____________________________________________________________________ ___________________________________________________________________ Hereby certify that the plans and | Review of the plans and specifications pecifications covered by this caIcu- | covered by this calculation indicates ation are in complian e with the | compliance with the Florida Energy Iorida Energy Code. | Code. Before construction is completed | this building will be inspected for 'REPARE | compliance in accordance with Section 'ATE: | 553. 908 F. S. | hereby certify that this building is | n compliance with the Florida Energy | ode. | | }WNER A8 | 110UILDING OFFICIAL: ,ATE: | DATE: � � _** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** ============================================================================== UMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK ============================================================================== ` RACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ............____..... !indows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack ( includes sliding glass doors) . --- ---------'------------------------ Xterior 606. 1& 606. 1 Maximum of 0. 5 CFM per sq. ft . of door area: solid �djacent Doors core, wood panel , insulated or glass doors only. _..... ..._________ ........... __............... ______ _......... xterior Joints 606. 1 To be caulked, gasketed, weather-stripped or other- Cracks wise sealed . ___________________________________________________________________ RACTICE #2 606. 1 COMPLY WITH PRACTICE 41 AND THE FOLLOWING: ______________________________________________________________________________ xterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier Floors installed. Sole plate/floor joint caulked or sealed. ------- ----------------------- - _______________________________________________ xterior Walls 606. 1 Penetrations, joints and cracks on interior surface Ceilings caulked, sealed or gasketed. ------- ..................------------------------------------------------------------------- uctWork 606. 1 Ductwork in unconditioned space must be sealed. _____ ........_________ _....._ ..._... ........................_____ _........ __.........................._____... .....__ ireplaces 606. 1 Equipped with outside combustion air , doors and flue dampers. _.........___ .................._________........ _______ _ _..... __________ xhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1 . A. 2. ........ ... _ .........___............. _________.......... ______________ ombustion 60C. 1 Be in unconditioned space (except direct vent ) , draw ppliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ........_.............____________________________________________________________ * OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ` -------..........----------------'-- ...--.......-.... .......-.....-------..........----.....-.........-............................------------.........- ater Heaters 612. 1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric ) or cutoff (gas) must be provided. External or built- in heat trap required. --------------------------------------------------------------------------- wimming Pools 612. 1 Spas and heated pools must have covers (except salar Spas heated) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . ---- .............---------..............-....-........ ------------------------------------------------- - hower Heads 612. 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSI8. ___________________________________________________________________ UAC Duct 610. 1 All ducts, fittings, mechanical equipment and plenum nnstruction chambers shall be mechanically attached, sealed, ins- lsulation & ulated and installed in accordance with the criteria rstallation of Section 610. 1 . ABC. 2 & 610. 1 . ABC. 3. Duct in attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet . ------------------------------------------------------------------------------ /AC Controls 607. 1 Separate readily accessible manual or automatic thermostat for each system. isulation 604. 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602. 1 CBS R-3 both sioes. Common ceiling & floors R-11 . _____..........____........_...._ ........_______�� **************************************»*»»***************»*»****************** SUMMER CALCULATIONS ****************************************************************************** . === BASE === | === AS-BUILT === �LASS- --------------- | /RIEN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x SPM x SOF = POINTS ______________________________________________________________________________ N 14. 00 65. 8 921 . 2 | DBL CLR N 14. 0 38. 3 . 92 431 . 5 E 41 . 00 65. 8 2697. 8 | DBL CLR E 27. 0 79. 7 . 57 1226. 6 | DBL CLR E 14. 0 79. 7 . 93 1034. 0 W 55. 00 65. 8 3619. 0 | DBL CLR Q 14. 0 79. 7 . 87 974. 5 | DBL CLR W 27. 0 79. 7 . 93 1994. 1 | DBL CLR W 14. 0 79. 7 . 93 1034. 0 ' 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS ______________________________________________________________________________ 15 1 , 092. 00 110. 00 1 . 489 7, 238. 00 10, 778. 04 1 69754. 61 ============================================================================== EN GLASS------------ | AREA x BSPM = POINTS | TYKE R-VALUE AREA x SPM = POINTS _________________________ ___ �ALLS---------------- � xt 861 . 0 . 9 774. 9 | Ext Wood Frame 13. 0 861 . 0 1 . 50 1291 . 5 OORS---------------- | xt 38. 0 6. 1 231 . 8 1 Ext Insulated 28. 0 4. 10 155. G | EILINGS------------- | �A 1092. 0 . 6 655. 2 1 Under Attic 30. 0 1092. 0 . 60 655. 2 | LOORS--------------- | lb 104. 0 -37. 0 -3848. 0 | Slab-on-Srade . 0 104. 0 -41 . 20 -4284. 8 | NFILTRATION--------- | 1092. 0 8. 0 8736. 0 1 Practice #2 1092. 0 8. 00 8736. 0 ============================================================================== OTAL SUMMER POINTS | 17, 327. 94 | 13, 308. 31 ============================================================================== OTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING UM PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS 17, 327. 94 . 37 6, 411 . 34 1 13' 308. 31 1 . 00 1 . 100 . 340 1 . 000 4, 977. 31 ============================================================================== ***************************************+****«***************«***************** WINTER CALCULATIONS *******************«**«**«*»************+*****«******************************* === BASE === | === AS-BUILT === ============================================================================== LASS---------------- | RIEB AREA x BWPM = POINTS | TYPE SC ORIEN AREA x WPM x WCF = POINTS ---------- '--------------------------'- ---- --- ------------------------------- N 14. 00 -10. 6 -148. 4 | DBL CLR N 14. 0 7. 3 1 . 12 114. 6 E 41 . 00 10. 6 -434. 6 | DBL CLR E 27. 0 -9. 2 -. 24 59. 6 | DBL CLR E 14. 0 -9. 2 . 79 -101 . 5 w 55. 00 -10. 6 -583. 0 | DBL CLR W 14. 0 -9. 2 . 65 -84. 1 | DBL CLR W 27. 0 -9. 2 . 79 -195. 7 | D8L C 2 . 79 -101 . 5 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS _............. __________________________.........________ _....._______..................___ 15 1 , 092. 00 110. 00 1 . 489 -1 , 166. 00 -1 , 736. 28 1 -308. 57 ============================================================================== ON GLASS------------ | AREA x BWPM = POINTS | TYPE R-VALUE AREA x WPM = POINTS ________________________________________ ____ ________________ __________________ ALLS- -- -- ----- | xt 861 . 0 2. 2 1894. 2 | Ext Wood Frame 13. 0 861 . 0 3. 40 2927. 4 | CORS' --------------- | xt 38. 0 12. 3 467. 4 | Ext Insulated 38. 0 8. 40 31S. 2 | EILIN8S------------ | A 1092. 0 1 . 2 1310. 4 | Unaer Attic 30. 0 1092. 0 1 . 20 1310. 4 | LOC3Fl. S----- ------'- - | lb 104. 0 8. 9 925. 6 | Slab-on-Grade . 0 1C4. 0 18. 80 1955. 2 | NFILTRATION--------- | 1092. 0 7. 4 8080. 8 1 Practice #2 1092. 0 7. 40 8080. 8 ============================================================================== OTAL WINTER POINTS | 10, 942. 12 | 14, 284. 43 ============================================================================== OTAL x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING JN PTS MULT POINTS | COMPOH RATIO MULT MULT MULT POINTS -------- '-------------------------- - - --- ------10, 942. 12 . 55. 55 6, 018. 17 | 14, 284. 43 1 . 00 1 . 100 . 500 1 . 000 7, 85C. 44 ============================================================================== w******j h KN*T**IN OWN A WMA I�I 05N � No**?w*X yw�y I**A I I*No*&*T� yj MKIN I "**K*f M �k WATER HEATING ` === BASE === | === ASBUILT === ============================================================================== 0M OF x MULT = TOTAL | TANK VOLUME EF TANK x MULT x CREDIT = TOTAL �EDRMS | RATIO MULT ________________________________________ 3 3803. 0 11 , 409. 00 1 50 . 92 1 . 000 3638. 7 1 . 00 10, 91G. 00 ============================================================================== ****************************************************************************** SUMMARY ****************************************************************************** === BASE === | === AS-BUILT === ============================================================================== 00L.1103 HEATING HOT WATER TOTAL | COOLIN8 HEAT IN8 HOT WATER TOTAL OINTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS -- - -------- - ----------------- - ----- ------------------------------------ .............---- 6411 . 3 6018. 2 11403. 0 23, 838. 50 | 4977. 3 7856. 4 10916. 0 237749. 74 ============================================================================== ***************** * EPI = 99. 63 * ***************** ` � ENERGY GUIDE to detailed information 'f the EPI rating number � 17 EN any � . EM listed, sk your BuiIler far EPI- 99. 6 /CA Form 600A-93 'r Form 600B-93 0 10 20 J0 40 50 W 70 80 20 100 | ---------------------------- ---- -----X | he m,ximum allowable EPI is 100. The lower the EPI the omre efricient the hum= RESIDENTIAL ENERGY PERFORMANCE RATINS SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CA.-17,: DBL TINT \INDOWS. . . . . . . . . . . . . . . . . . . . . Double Clear X-- ---- | NSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30. 0 | --------------------X | R-0 R-7 Wall R-Value. . . . . . . . . 13. 0 | ------- -------------X | R-0 R-19 Floor R-Value. . . . . . . . . 0. 0 | X-------------------- | JR CONDITIONER. . . . . . . . . . . . . 10. 0 SEER 17. 0 SEER/EER. . . . . . . . . . . . . . . . . . 10. 0 | X-------------------- | 9. 7 EER 16. 0 !EATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12. 3 Electric COP/HSPF. . . . . . . . 6. 8 | X----- --------------- C),, 7S -------------------0. 78 AFUE 0. 90 Sas AFUE. . . . . . . . . . . . 0. 00 | --------------------- | }ATER HEATER. . . . . . . . . . . . . . . . 0. 88 0. 96 Electric EF. . . . . . . . . . . . . . 0. 92 | ----------X---------- | 0. 54 0. 90 Gas EF. . . . . . . . . . . . . . 0. 00 | - ----'-----'-------- | 0. 40 0. 80 Sola' EF. . . . . . . . . . . . . . | --------------------- | }THER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . certify that these energy saving features required for the Florida hergy Code have been installed in this house. Builder 'ddress: ignature: :ity/Zip 'lorida Energy Code for Building Construction - 1993 1lorida Department of Community Affairs FL-EPL CARD93 ^ ° RIGHT-J LOAD AND EQUIPMENT SUMMARY 9-03-97 For : PENNYWORTH HOMES 771-7558 By: SCOTT AIR 348-0900 Job #: Wthr : Jacksonville_AP FL Zone : WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 94 Deg F Inside db: 70 Deg F Inside db: 75 Deg F Design TD: 38 Deg F Design TD: 19 Deg F Daily Range M Rel . Hum. : 50 T. Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 36998 Btuh Structure 17433 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp . Swing 3. 0 Deg F Design Heat Load 36998 Btuh Use Mfg. Data n Rate/Swing Mult . 1 . 00 Total Sens Equip Load 17433 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Dual a # Fireplaces 0 Internal Gains 1150 Btuh Ventilation 0 Btuh HEATING C80LIN6 Infiltration 2431 Btuh Area (sq. ft . ) 1092 1092 Tot Latent Equip Load 3581 Btuh Volume (cu. ft . ) 8736 8736 Air Changes/Hour 1 . 0 0. 5 Total Equip Load 21014 Btuh Equivalent CFM 146 73 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make 38YCB024 Model FA4ANF024 Model CARRIER Type HEAT PUMP Type HEAT PUMP Efficiency / HSPF 6. 8 COP/EER/SEER 10. 0 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 834 CFM Actual Cooling Fan 834 CFM Htg Air Flow Factor 0. 023 CFM/Btuh Clg Air Flow Factor 0. 048 CFM/Btuh Space Thermostat MANUAL Load Sens Heat Ratio 83 MANUAL J: 7th Ed. RI6HT-0 V1 . 7O S/N 2465 Printout certified by ACCA to meet all requirements of Manual Form J ~ RIGHT-J CALCULATION PROCEDURES A, 8rC, D Job #: 9-03-97 ` ' Procedure A - Winter Infiltration HTM Calculation* ___________________________________________________________ | 1 . Winter Infiltration CFM | | 1 . 0 AC/HR x 8736 Cu. Ft . x 0. 0167 146 CFM | ` | | | 2. Winter Infiltration Btuh | | 1 . 1 x 146 CFM x 38 Winter TD = 6098 Btuh | | | | 3. Winter Infiltration HTM | | 6098 Btuh / 143 Total Window = 42. 8 HTM | | & Door Area | ______________________________________________________________________ Procedure B - Summer Infiltration HTM Calculation* ______________________________________________________________________ | 1 . Summer Infiltration CFM | | 0. 5 AC/HR x 8736 Cu. Ft . x 0. 0167 73 CFM � | | | 2. Summer Infiltration Btuh | | 1 . 1 x 73 CFM x 19 Summer TD = 1525 Btuh | | | | 3. Summer Infiltration HTM | | 1525 Btuh / 143 Tota] Window = 10. 7 HTM | | & Door Area | ______________________________________________________________________ Procedure C - Latent Infiltration Gain ______________________________________________________________________ | 0. 68 x 49 gr . diff. x 73 CFM = 2431 Btuh | __..............___________________________________________________________ Procedure D - Equipment Sizing Loads ______________________________________________________________________ | 1 . Sensible Sizing Load | | � | Sensible Ventilation Load | | 1 . 1 x 0 Vent . CFM x 19 Summer TD = 0 Btuh | | Sensible Load for Structure (Line 19) + 17433 Btuh | | Sum of Ventilation and Structure Loads = 17433 Btuh | | Rating and Temperature Swing Multiplie x 1 . 00 RSM | | Equipment Sizing Load - Sensible + 17433 Btuh | | | | 2. Latent Sizing Load | | � | Latent Ventilation Load | | 0. 68 x 0 Vent . CFM x 49 gr . diff . = 0 Btuh | | Internal Loads = 230 x 5 No. People + 1150 Btuh | | Infiltration Load From Procedure C + 2431 Btuh | | Equipment Sizing Load - Latent = 3581 Btuh | ______________________________________________________________________ *Construction Quality is: a No. of Fireplaces is: 0 MANUAL J: 7th Ed. RI8HT-0 V1 . 70 S/N 2465 Printout certified by ACCA to meet all requirements of Manual Form J Job #: Zone: 9-03-97 -'--� MANUAL in 7th Ed. ---- RIGHT-J: 1 . 707 ---- S/N 2465 --- Page 1 ---- | 11 Name of Room | Entire House | master /bath | | 21 Running Ft . Exposed Wall 1 138. 0 Ft . | 37. 0 Ft . | | 3./ Room Dimensions, Ft . | | 20. 0 x 16. 0 Ft . | | 41 Ceilngs, Ft | Condit . Option ! 8. 0 | | 8. 0 | heat /cool | - | ---------------------------------------------------- | ____________________ | | TYPE OF | ! CST ! HTM | Area | Btuh | Area 1 Btuh | | EXPOSURE | | NO. | Htg | Clg | Length | Htg | Clg ! Length ! Htg | Clg | ^ | ------------------------------------- --------------- | ____________________ | | 51 Gross 1012D | 3. 01 1 . 81 1104 ! **** | **** 1 2961 **** | **** | | | Exposed | b | | 0. 01 0. 01 01 **** | **** | 01 **** | **** | | | Walls and | c | | 0. 01 0. 01 01 **** | **** | 01 **** | **** | | | Partitions | d | | 0. 01 0. 01 0 | **** | **** | 0 | | | | e | | 0. 01 0. 01 0 | **** | **** | 01 **** | **** | | | | f | | 0. 0 | 0. O ; 0 | **** | **** | 01 **** | **** | | ------------------------------- | -------------------- | ____-_______________ | | 61 Windows | a | 3027. 61 ** | 1051 28791 **** | 141 380 **** | | | & Glass | b | | 0' 0 | ** | 0 | 01 **** | 01 01 **** | | | Doors Htg. | c | | 0. 01 ** | 01 01 **** | 01 0 | **** | | | | d | | 0. 01 ** | 01 01 **** | 01 01 **** | | | | e | | 0. 01 ** | 01 01 **** | 01 01 **** | | | | f | | 0. 01 ** | 01 01 **** | 01 01 | ------------------------------- | ---------------- --- - | ---------------- _____ | | 71 Windows | North 121 . 01 141 **** | 2941 141 **** | 294 | | | & Glass | NE&NW | 0. 01 01 **** | 01 0 | **** | 0 | | | Doors Clg. | E&W 170. 01 911 **** | 63351 01 0 | | | | SE&SW | 0. 01 01 **** | 01 01 **** | 0 | | | | South | 0. 01 01 **** | 01 01 **** | 0 | | | | Horz | 0. 01 01 **** | 0 | 01 **** | 0 | | ------------------------------- | -------------------- 1 ---------------------- i | B | Othr doors | a | 11A122. 4113. 31 381 8521 5071 01 01 0 | | | | b | | 0. 01 0. 01 01 01 01 01 01 0 | | ------------------------------- | -------------------- 1 ----------------_-__ | | 91 Net | a | 12D | 3. 01 1 . 81 9621 29231 17381 2821 8571 510 | | | Exposed | b | | 0. 01 0. 01 01 0 | 01 01 01 0 | | | Walls and | c | | 0. 01 0. 01 01 01 0 ; 01 01 0i | | Partitions | d | | 0. 01 0. 01 01 01 01 01 0 | 0 | | | | e | | 0. 01 0. 01 01 01 01 01 01 0 | | | | f | | 0. 01 0. 01 01 01 0 | 01 01 0 | | ------------------------------- | ------------------- - | --------------__--__ | 1101 Ceilings 01160 1 . 3 | 1 . 4 ; 1092 | 13691 15501 3201 4011 454 | ` | | | b | | 0. 01 0. 01 01 0 } 01 01 0 | 0 | | | | c | | 0. 01 0. 0 | 01 O | 01 01 01 0 | | - ------------------------------ | -------------------- | ---------------------- | | 111 Floors 1022A130. 81 0. 01 6861 211151 01 3201 98501 0 | | | | b | | 0. 01 0. 01 0 | 01 01 01 01 0 | | | | c | | 0. 01 0. 01 01 01 01 01 01 O | | ------------------------------- | --- ----------------- | ----------------------- | 1121 Infiltration a 142. 8110. 71 1431 60981 15251 141 599 | 150 | | ------------------------------- | -------------------- | -------------------- | 113| Subtot Btuh Loss=6+8. . +11+12 | **** | 352371 **** | **** | 120931 **** | 1141 Duct Btuh Loss | 5% 1 1762 | **** | 5% 1 605 | **** | 1151 Total Btuh Loss = 13+14 | **** | 36998 | **** | **** | 126981 **** | | ------------------------------- | -------------------- | ____________________ � | 161 Int . Gains: People @ 3001 5 | **** | 15001 21 **** | 600 ( | \ Appl . @ 12001 21 **** | 24001 01 **** | 0 | 1171 Subtot RSH 8ain=7+8. . : 12+161 **** | **** | 158481 **** | **** | 2008 | 1181 Duct Btuh Gain | 10% 1 **** | 15851 10% 1 **** | 2011 09 | Total RSH Gain = 17+18 | **** | **** | 174331 **** | **** | 2208 | ; 201 CFM Air Required | **** | 8341 8341 **** 1 2861 100 --- Printout certified by ACCA to meet all requirements of Manual Form J -- � Job #: Zone: 9-03-97 ----0 MANUAL J: 7th Ed. ---- RIGHT-J: 1 . 707 3/N 2465 --- Page 2 - --- 1 11 Name of Room | utility | kitchen/dine | | 21 Running Ft . Exposed Wall | 23. 0 Ft . | 16. 0 Ft . | | 31 Room Dimensions, Ft . | 16. 0 x 6. 0 Ft . | 16. 0 x 13. 0 Ft . � ` ) 41 Ceilngs, Ft | Condit . Option ! 8. 0 | heat/cool \ 8. 0 1 heat /cool | - | ---------------------------------------------------- | ____________________ | | TYPE OF | ! CST ! HTM | Area | Btuh | Area | Btuh | | EXPOSURE | | NO. | Htg | Clg | Length | Htg | Clg | Length ! Htg | Clg | , | --- ------------------------------------------------- | ---------- - ___-__' | | 51 Gross 1012DI 3. 01 1 . 8 | 1841 **** | **** | 1281 **** | **** | | | Exposed | b | | 0. 01 0. 01 01 **** | **** | 01 **** | **** | | | Walls and | c | | 0. 0 | 0. 0 | 01 **** | **** | 01 **** | **** | | | Partitions | d | | 0. 01 0. 01 01 **** | **** | 01 **** \ **** | | | | e | | 0. 01 0. 01 01 **** | **** | 01 **** | **** | | | | f | | 0. 01 0. 01 01 **** | **** | 01 **** | **** | | ------------------------------- | -------------------- | ____________________ | | 61 Windows | a | 3C127. 61 ** | 01 01 **** | 361 9781 **** | | | & Glass | b | | 0. 01 ** 1 01 01 **** | 01 0 | **** | | | Doors Htg. | c | | 0. 01 ** | 01 01 **** | 01 01 **** | | | | d | | 0. 0 | ** | 01 01 **** | 01 01 **** | | | | e | 1 0. 01 ** | 01 of **** | 01 01 **** | | | | f | | 0. 01 ** | 0 | 0 | **** | 0 | 01 **** | | ----------------------------- -- | -------------------- | ____________________ | | 71 Windows | North 121 . 01 0 | **** | 01 01 **** | 0 | | | & Glass | NE&NW | 0. 01 01 **** | 01 0 | **** | 0 | | | Doors Clg. | E&W 170. 01 01 **** | 0 | 30 **** 1 2485 | | | | SE&SW | 0. 01 01 **** | 01 01 **** | 0 | | | | South | 0. 01 01 **** | 01 0 | **** | 0 | | | | Horz | 0. 01 01 **** | 01 01 **** | 0 | | ------------------------------- | -------------------- | -------------------- | | 81 Othr doors la | 11A122. 4113. 31 191 4261 2531 01 01 0 | | | | b | | 0. 01 0. 01 01 01 01 0 | Cl 0 | | ___-__________- - -__--_ -------- | ----_---________---_ | -------------------- | | 91 Net | 012D | 3. 01 1 . 81 1651 500 298 | 931 2311 167 | | | Exposed ; b | | 0. 01 0. 01 01 01 01 01 01 0 | | 1 Walls and | c | | 0. 01 0. 01 01 01 01 01 01 0 | | | Partitions | d | | 0. 01 0. 01 01 01 0 | 01 01 0 | | | | e | | 0. 01 0. 01 01 01 01 01 01 O | | | | f | | 0. 0 | 0. 01 01 01 01 01 01 0 | | ------------------------------- | __-________________- | __-_________-_______ | 1101 Ceilings | a | 16G | 1 . 31 1 . 4 | 961 1201 1361 2081 2611 295 | | | | b | | 0. 0 0. 01 01 01 0 | 01 01 0 | | | | c | | 0. 01 0. 01 0 | 01 01 01 01 0 | | ------------------------------- | -------------------- | -------------------- } 1111 Floors 1022A130. 0 0. 01 96 | 2955 | 01 2081 64021 0 | | | | b | | 0. 01 0. 01 01 01 0 | 01 0 | 0 | | | | c | | 0. 01 0. 01 01 01 01 01 01 0 | -_--- ----------- | - - ----------------- - | 1121 Infiltration a 142. 8 | 10. 7 | 101 810 203 : 38 | 15191 380 | | ------------------------------- | -------------------- | ----------------------- | 113| Subtot Btuh Loss=6+8. . +11+121 **** | 4816 | **** | **** | 94421 **** | 1141 Duct Btuh Loss | 5% 1 241 | **** | 5% 1 4721 **** | 1151 Total Btuh Loss = 13+14 | **** | 50571 **** | *»** | 99141 »*** � } ------------------------------- | -------------------- | -------------------- | 1161 Int . Gains: People @ 300 | 0 | **** | 01 01 **** 1 0 | 1 \ Appl . @ 12001 11 **** | 12001 11 **** | 1200 | 1171 Subtot RSH 8ain=7+8. . +12+16 | **** | **** | 20911 **** | **** | 4527 | 1181 Duct Btuh Gain | 10% 1 **** 1 2091 10% 1 **** | 453 | | 191 Total RSH Gain = 17+18 | **** | **** | 23001 **** | **** | 4980 | 1201 CFM Air Required | **** | 1141 1101 **** | 2231 238 | --- Printout certified by ACCA to meet all requirements of Manual Form J -- Job #: Zone: 9-03-97 --'-2 MANUAL J: 7th Ed. ---- RIGHT i; 1 . 707 --- 3/N 2465 --- Page 3 --- - | 11 Name of Room | living | bed 3/bath | \ 21 Running Ft . Exposed Wall 16. 0 Ft . | 26. 0 Ft . | | 31 Room Dimensions, Ft . | 16' 0 x 13. 0 Ft . | 10. 0 x 16. 0 Ft . � ^ | 41 Ceilngs, Ft | Condit . Option | 8. 0 | heat/cool | 8. 0 | heat/cool | -| _-_............________....._... _____..........____........ ... _____________________ | ____________-__-___- | | TYPE OF | QST ! HTM 1 Area | Btuh | Area | Btuh | | EXPOSURE | | NO. | Htg | Clg ! Length ! Htg | Clg ! Length ! Htg | Gig | ^ | ---------------------------------- -'- '-------- ----- | ---- --- ------- -- | | 51 Gross | a112D | 3. 0 | 1 . 81 1281 **** | **** | 2081 **** | «* ** | | | Exposed | b | | 0. 01 0. 01 0 | **** | **** | 01 **** | **** | | | Walls and | c | | 0. 0 | 0. 0 | 01 **** | **** | 01 **** | **** | | | Partitions | d | | 0. 0 | 0. 01 01 »*** | **** | 01 **** | **** | | | | e | | 0. 01 0. 01 01 **** | **** | 01 **** | **** | | | | f | | 0. 01 0. 01 01 **** | **** | 01 **** | **** | | ------------------------------- | -__- --____-________ | ____________________ | | 61 Windows | a ! 3027. 61 ** | 271 7441 **** | 141 3861 *** * | | | & Glass | b | | 0. 01 ** | 01 01 **** | 01 01 **** | | | Doors Htg. | c | : 0. 01 ** | 01 01 **** | 01 01 **** | | | | d | | 0. 01 ** ! 01 01 **** | 01 01 **** | | | | e ( | 0. 01 ** | 01 01 **** | Cl 01 **** | � | ; f | | 0. 01 ** | 01 01 **** | 01 01 **** | | ------------------------------- | - ------------------- | -------------------- | | 71 Windows | North 121 . 01 01 **** | 01 01 **** | 0 | | | & Glass | NE&NW | 0. 01 01 **** | 01 01 **** | 0 | | | Doors Clg. | E&W 170. 01 271 **** | 18901 141 **** | 980 | | ( | SE&SW | Vol 01 **** 1 of 01 **** | 0 | | | | South | 0. 01 01 **** | 0 | 01 **** | 0 | | | | Horz | 0. 01 01 **** | 01 01 **»* | 0 | | ---------------------- --------- | ----------- -------- | -------------------' | | 81 Othr doors | a | 11A122. 4113. 31 19 | 4261 253 | 01 01 0 | | | | b | | 0. 01 0. 01 O | 01 01 01 01 0 | | -----'-- ---- -- ---'------ -'- | - ---- --- ----- ' --- | -- ----------------- | | 91 Net | 012D } 3. 01 1 . 8 | 821 249 | 148 : 1941 5901 35l | | | Exposed | b | | 0. 01 0. 01 01 01 0 | 01 01 0 | . | | Walls and | c | | 0. 01 0. 0 | 01 0 | 01 01 01 0 | | | Partitions | d | | 0. 01 0. 01 01 01 01 01 01 0 | | | | e | | 0. 01 0. 01 01 01 01 01 01 0 | | | | f | | 0. 01 0. 01 01 01 0 | 01 01 0 | | ------------------------------- | --- -- -------------- | ------------'------- | 1101 Ceilings | a | 168 | 1 . 31 1 . 41 2081 261 | 2951 1601 2011 227 | | | | b | | 0. 01 0. 01 01 01 01 01 01 0 | | | | c | | 0. 01 0. 01 01 01 01 01 01 0 | | ------------------------------- } -------------------- | ---- ---------- ------ | | 11 | Floors 0122A130. 81 0. 01 16 | 4921 01 261 800 | 0 ( | | | b | | 0. 01 0. 01 01 01 01 01 01 0 | | | c | | 0. 01 0. 01 01 01 01 01 01 0 | | ------------------------- ------ | -- ------------------ | --------------------- | 1121 Infiltration a 142. 8110. 71 461 19691 4921 141 5991 150 | | ------------------------------- | -------------------- | -------------------- | | 13 | Subtot Btuh Loss=6+8. . +11+12 | **** | 4141 | **** | **** | 25761 **** | 1141 Duct Btuh Loss } 5% 1 2071 **** | 5% 1 129 | **** | | 151 Total Btuh Loss = 13+14 | **** | 4J481 **** | **** | 27041 **** | | ------------------------------ - | ------------------_ | -__- _-____-____-_- - | 1161 Int . Gains: People @ 3001 1 | **** | 3001 11 **** | 300 | 1 | Appl . @ 12001 0 | **** | 01 01 **** | 0 | 1171 Subtot RSH Gain-7+8. . +12+1G | **** | **** | 33791 **** | **** | 2008 | 1181 Duct Btuh Gain | 10% 1 **** | 3381 10% 1 **** | 201 | | 19| Total RSH Gain = 17+18 | **** | **** | 3717 | **** | **** | 22081 1201 CFM Air Required | **** | 981 1781 **** | 611 106 | --- Printout certified by ACCA to meet all requirements of Manual Form J -- Job #: Zone; 9-03-97 �---- MANUAL J: 7th Ed. -- '- RIGHT-J: 1 . 707 - -- S/N 2465 --' Page 4 -- - | 11 Name of Room | bedroom 2 | | | 21 Running Ft . Exposed Wall | 20. 0 Ft . | Ft . ( | A Room Dimensions, Ft . | 10. 0 x 10. 0 Ft . | x Ft . � | 41 Ceilngs, Ft | Condit . Option ! 3. 0 | heat /cool | | | 1 ---------------------------------------------------- | ------- ----------- | \ TYPE OF | ! CST ! HTM | Area | Btuh | Area ( Btuh | | EXPOSURE | | NO. | Htg | Clg | Length | Htg | Clg ! Length ! Htg | Clg | ^ | ---------------------------------- - ---------------- \ ----------- ---- ---- - | | 51 Gross | a112D | 3. 01 1 . 8 | 1601 **** | **** | | **** | **** | | | Exposed | b | | 0. 01 0. 0 | 01 **** | **** | | **** | **** \ | | Walls and | c | | 0. 0 | 0. 0t 01 **** | **** | | **** | **** | | | Partitions | d | | 0. 01 0. 01 01 **** | **** | | | | Vol 0. 0 | 01 **** | **** | | **** | **** | | | if : | 0. 01 0. 01 01 **** | **» » | | **** | **** | | --- ---------------------- ------ | ___-________________ | ____-- ________ -_____ | | 61 Windows | a | 3C127. 61 ** | 141 3861 **** | | | **xx | | | & Glass | b | | 0. 01 ** | 01 0 | **** | | | **** | | | Doors Htg. ; c | | 0. 01 ** | 0 | 01 **** | | | **** ( | | d | | 0. 0 | ** | 01 01 **** | | | **** | | | | e | | 0. 01 ** | 01 01 **** | | | **** | | | | f | | 0. 01 ** | 01 01 **** | | ( **** | | ------------------------------- | -------- ------------ | -------------'------ | | 71 Windows | North | 21 . 0 | 01 **** | C | | **** | | . | | & Glass | NE&NW | 0. 01 01 **** | 01 | **** | | | | Doors Clg. | E&W 170. 01 141 **** | 980 | | **** | | | | | SE&SW | 0. 0 | 01 **** | 0 | | **** | ( | | | South | 0. 0 | 01 **** | 0 | | **** | | | | | Horz 0. 01 0 | **** | 01 | **** | | | ------------------------------- | -------------------- | -------------- ----- | 1 81 Othr doors 1011022. 4113. 3 | 01 01 01 | | | | | b ! | 0. 0 | 0. 01 01 01 01 | ( | | 9 | Net | a112D | 3. 01 1 . 8 ; 1461 4441 2G4 | | | | | | Exposed | b | | 0. 01 0. 01 01 01 01 | | | | | Walls and | c | | 0. 01 0. 0 | 01 01 0 ! | | | | | Partitions | d | | 0. 01 0. 01 01 01 01 | | | | | | e | | 0. 01 0. 0 | 01 01 0 | | | | | | | f | } 0. 01 0. 0 | 01 01 01 | | | | ------------------------------- 1 ------------ - -- -- - _ | ----------- '__-__- _ | 001 Ceilings | a | 1GG | 1 . 3l 1 . 41 1001 1251 1421 | | | | | ( b | | 0. 01 0. 01 O | 01 01 | | | | | | c | | 0. 01 0. 01 01 O | 0 | | | | | - ------------------------------ | --- ------------- ---- | -------------------- | 1111 Floors | a | 22A | 30. 8 | 0. 01 201 616 | 01 | | | | | | b | | 0. 0 | 0. 01 01 01 01 | | | | | | cl ( 0. 01 0. 01 01 01 01 | | | 1121 Infiltration a 142. B110. 7 | 141 5991 1501 | | | | --------------- ---------------- | ---- - --------------- | ____________-_______ | 113 | Subtot Btuh Loss=6+8. . +11+12 | **** | 21701 **** | **** | | **** ( 1141 Duct Btuh Loss | 5% 1 1081 **** | 1151 Total Btuh Loss = 13+14 | **** | 22781 » *»* | **** | | **** | | _______________________________ | ___________________ 110 Int . Gains: People @ 300 | 11 **** | 3001 | **** | | \ \ Appl . @ 12001 01 **** | 01 | **** | | 1171 Subtot RSH Gain=7+8. . +12+161 **** | **** | 18361 **** | **** | | 1181 Duct Btuh Gain | 10% | **** | 184 | % | 1131 Total RSH Gain = 17+18 | **** | **** | 20191 | **** | | 1201 CFM Air Required | **** | 511 971 **** | | � --- Printout certified by ACCA to meet all requirements of Manual Form J -- . . MANUAL J: 7th Ed. RIGHT J: V1 . 70 SM 2465 RIGHT-J WINDOW DATA ^ ^ Job #: 9-O3-97 , W S D W 8 L S S O N A S O O W C W S N , K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R F! ` master /bath a n n a c n n n n 2 30 1 . 0 0. 0 0. 0 1 . 0 21 . 0 14. 0 0. 0 utility kitchen/dine a n w a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 70. 0 35. 5 0. 0 living a n e a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 70. 0 27. 0 0. 0 bed 3/bath a n e a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 70. 0 14. 0 0. 0 bedroom 2 a n w a c n n n n 2 90 1 . 0 0. 0 0. 0 1 . 0 70. 0 14. 0 0. 0 ' ALL CHANGES MUST BE SPECIFIED PER CHANGE ORDER AND ON THE PLANS PRIOR TO T14E BEGINNING OF CONSTRUCTION.PENNYWORTH WILL BE RESPONS15LE ONLY FOR THOSE CHANGES IF AUTPORIZED. ANY CHANGES OR INSTRUCTION6 GIVEN TO 4 CONSTRUCTON WORKER OR GUBCONTRACTOR BY THE BUYER WILL 5 THE RESPONS151LITY OF THE BUYER AND THE SUBCONTRACTOR. �E-E ENGINEERING EXH151T "A" BUYER'S ACCEPTANCE X DATE BUYER'S ACCEPTANCE X DATE ACCEPTED BY PENNYWORTH X DATE 20 YEAR FIBERGLASS PENNYWORTH SHINGLES PER 5PEC CLIPS HOMES I ,,, b# FELT t. 1116" 0�5.5,DECKING BAFFLES HURRICANE CLIPS P"OVED TRU55E5 6" PREPAINTED WHITE ALUM. 24 0-k- EAVE DRIP (I x 2 FILI FR BEHIND) PVC FASCIA R-30 F/G BLOWN 2 x bo 6 U 5 6CIA INSULATION PER SPECS LIVING AREA ONLY CONT.VENTED VINYL SOFFIT 5/B" 6HEETROCK TAPED 4 FINISHED AS PER SELECTION SHEET 2 - 2x4 PLATE 1/2" SHEETROCK TAPED,"''. 4 FINISHED I" AIR5PAr-E 22 U.54AUGE I" CORRUGATED.24" O.C.HORIZONTAL 16"O.C.VERTICAL TA55 R-13 KRAFT BACK INSULATION LIVING AREA ONLY PER SPECS BRICK VENEER TYPICAL 2 x 4 STUDS 1@ Iro" O.C. 1/16" 0�5.5,,@CORNERS FGAM59ARD 6b5-6Hr:*TNfN6 HOUSE WRAP -48 — 31/4" FJ r923 COL.BASE 411 P.T.2x4 SILL PLATE REINF.CONC,SLAB SET BACK 1/2" FLOORING PE�ZEC WEEPHOLES k 4'O.C. 1/2"?�K ANCHOR BOLT Q 4' O.C. GRADE CAULK SOLE PLATE .. . . . . . . . . . . . (VARIES) A A 8 x 16 CONG,BLK. WALL �,oHPACTIED'FILL It T FTG. WITH 6 MIL R E 2glUg6 VAPOR BARRIE'F, T. A A A A A A A� & SEP 1 1 1997 TYF, WALL 6ECTION city of Atlantic Beach SLAB FLOOR 03/15/c3(, Building and Zoning G1 ro R) 00 ru k-s- 6 26 E�- 11 — u ul c- > co c 0 c') co DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: n m z z GMC MT. VERNON MT. VERNON (6817 M I . VI RNON - G I) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTFD BY TRUSS MFP TOT' CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 120 PLF WEBS ?x4 SP #3 BRG.LOC (FT) : OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BUILDING. MUST III PROPERLY ATIACHLD TO IH[ BOTTOM CHORD. THIS GABLE END WILL SUPPORT UP TO 2'0" OVERHANG ALONG THE TOP fill. 01111DING DISIGN[R IS RUSPONSIBLE FOR Ili[ DFSIGN Of THE CHORD. REFER TO DRAWING GE-001 , GE-002, OR 876,719 FOR STUD ROOT AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS TRANSFER ALL HORIZONTAL WIND LOADS INTO T14E ROOF AND CEILING LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE DESIGNED BY III[ BUILDING DESIGNER. RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2-0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VFRTiCAI.S GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. 4X4=- 2. 5X4(D1) EF SX4(DI 3X4 n. 'A 8 IL 22 0-1�-2 5 13-0-0 13-0-0 -4E 26-0-0 Over Continuous Support R-/4 VI 1 W-26-0-0 NoLe: All Plates Are 1 .5X3 EXCepL As Shown. PLT TYP. Alpine TPI -95 Design Criteria: TPI 17.3wl FL/-/l/-/E/-/- Scale -.25"/Ft. I NSTALtING AND BRAC' TC LL 20. 0 PSF REF R235-59883 I:ICI NG.. ..... To Hie 91 (HANDLING I ING). PUBLISHED BY TPI,,,(T:USS PLATE I D' 200 SON. W1 53 PR 0.111,1. DR.. 1117E . NADI 19). FOR SAFETY A ( PRIOP TO PERF.Im"IlIG E F RC IONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7 . 0 PSF DATE 12-/23-/96 CIURAL PANELS. BOTTOM CHORD SHALL RAVE A PROPERLY ATTACHED RIGID CIEtING. ff" F=-] .!','u I N co % BC DL 10. 0 PSF DRW HCUSR235 9635BO49 MPORTAN — FUR ISM & COPV Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 11001CIS. I:C.,SHALI 'NO1,11 RISPONSIBLE FOP ANV DEVIATION FROM THIS DESIGN; ANY FAILUPE TO ec -ENG MCL/WPF E I US C IN A CE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLATION OR BC L L 0. 0 PSF HC ALPIN I GO S WITH APPLICABIE PROVISIONS OF NOS (NATIONAL DESIGN I :AACING"OF TRUSSES.N THO MAN" CONFORM TOT. L S SEON - 0 ME SPECIFICATION PUBLISHED BY 1.1 A RICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE D 37 . 0 P 94092 CONNfCIOPS ARE MADE Of ZOGA ASIR A653 GP37 GALV. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO STATE OF: 4T is, fAC FACE Of TP"11;N11%::11,I11 0111111111 I11AIIO ON THIS DESIGN. POSITION CONNfCTOPS PIP DUR.FAC 1 . 25 FROM MBS A, R,'I'l,IT:: I :I I%1.. 1, I AN A- IT" A,. . A.: IT 1�;, :;IIIN N A.�,WIIINI III APW'Al f AC I NG ?4 0 (6111/ MI . VI RNON I?) HIIS DWG PREPARfl) FROM COMPUTER INIIIJI (LOADS & DIMENSIONS) SUBMITIED By TPIJSS MF-R TOP CHORD 2x4 SIT #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 300 300 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 25. 71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED BUILDING. A RIGID (CITING OR CONIINUOUS IATERAL BRACING AT 24" D.C. MUST Ill. PROPURLY AlTACHTD TO THE BOTIOM CHORD. 4X 4=- 1. 5 X 3 1 5 X 3 0-4-15 3X5(Al) —2 5X4mm 3X4=— 2.5X4!m 3X5 (Al) 0-4-15 +8-1-2 13-0-0 13-0-0 26-0-0 Over 2 Supports R-1016 W-3.5" U-300 R=1016 W=3.5" U=300 __ELT Ty.P, A In TPI -95 Desi n Criteria: TPI 17.3wl FL/ -/I/ -/E/-/- Scale -. 25"/Ft._ TRUSSES RJOUIRI IVIPIME CAPE IN FABRICATION, HANDtING. SHIPPING. IR',IAILING AND - -59884 ER TO RIO 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TR USS PLATE TC LL 20. 0 PSF REF R235 1111,111. 111, D'o:o,,..U:.. LISI'I'll S3?19). FOR SAFETY PRACT ICE PRIOR TO " IT IN IN IN I IF AM G I F TIC I S. At S 0 1 W S 1 0 CA TOP CHORD SHALL HAVE PROPERTY ATTACHED TC DL 7 . 0 PSF DATE 12/23/96 i "'UC TURAL,.P.A011I.S. BOTTOM CHORD SHALL HAVE A PROPEPLY ATTACHED RIGID CIELING. ..,MPORTAN FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 1 0. 0 PSF DRWIICUSR235 96358050 PRODUCTS. INC. SHALL NOT Of RtSPONSIBLI FOR ANY DEVIATION FROM THIS DESIGN; ANi FAILURE TO &C BUILD 1111 TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLATION OR BC LL 0. 0 PSF HC-ENG MCL/WPF ' -' ALPlNEE::� 8 CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN S:jAC:FGrOF TRUSSES. THIS DESIGN C I,ATION PUBLISHED BY IN( AMERICAN FORISI &RD PAPER ASSOCIATION) AND TPI, ALPINE STATE OF TOT L D 37 . 0 PS SEON 94098 CONNECTOR S APE MADE Of ZOGA ASIM A651 GR37 GAtV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS to 0 "IT SS. AND UNLESS OIIIFRWISE IUCAVfD ON THIS DESIGN. POSITION CONN(CI9PS RIO DUR FAC . BS EACH FACE F 1 . 2 FROM DRAWING$ 110. ItO AND 160 A 1. AN INGJNFIR'� SiAl ON THIS DRAWING API'IIFS Oki( If) III[ D t r, it TNT ioltv. tiopli.fin HIRT AND ,"m ",)I Po HIT III) imm I% ANY witip WAY, N SPACING 24 .-165-1. (f)1111 Ill . VI RNON - C'.3) Till S DWG PRUARED I Rom coml,ijrFR INIII)f (I DADS & DIMENSIONS) SUB141 TT[j) AY TRUSS MFP TOP CHORD ?x4 S11 #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x4 SP #2 N OK If T (LB) : 120 PLF WEBS 2x4 SP #3 BRG.LOC (FT) : OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ENCLOSED BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS GABLE END WILL SUPPORT UP TO 2'0" OVERHANG ALONG THE TOP IHT- 111111.1)ING DESIGNER IS RESPONSIBI F FOR THE DESIGN OF THE CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED To SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING LATFRAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE DESIGN[O BY THE BUILDING DESIGNER. RESPONSIBILITY Of THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2-0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VFRTICALS, UNLESS 0111ERWISE NOTED: FOR VERTICAtS LESS THAN 4'0": 1 .5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. 4X4—= 4 2X4(D1 (DI) 0-'0-4 u 0-.0-4 8-1-2 L 9-0-0 9-0-0 —1 I-* 18-0-0 Over Continuous Support R-14 III I W-18-0-0 Note: All Plates Are 1 .5X3 Except As Shown. PLT TYP. Alpine TPI -95 Design Criteria: TPI 17. 3wl FL/-/l/-/E/-/- Scale —.375"/Ft. NIN TPUSSIS PIQUIR( (IlPfM[ CAP[ IN FABRICATION, HANDLING. SHIPPING. INSWI ING AND I,. .;IF I (NA"0111G IIITIIII.G IND BRACING), POOL I SIT[0 1 11 vs� PLATE TIC LL 20 . 0 P SF REF R235 - -59887 St TO 0 S 0 1 1 ?DO. M ",0 1 S I I F R SA Y RAC C P ol OR ID ER P I, RFORMING THESE FUNCTIONS. LIKES$ OTNERWISE INDICATED. TOP CHORD SHALL HAVE PROP[RLY ATTACHED TC DL 7 . 0 P SF DATE 12/23196 I'. : I . 10 . W 31 9 . 0 FETBYPIP TI(II, STRUCIURAI PANELS. BOTTOM CHORD SHALL HAVE A PPOPEPLY ATTACHED RIGID CIftING. ED ..I MPORTAN I.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP14E ENGINEERED BC DL 10. 0 P SF DRW HCUSR235 96358051 I A S. I:C,'1"AL1 CO.1'D.1M%1'PC:'1'1'"'I1 L I TO -bec B C L L 0. 0 P S F HC-ENG MCL/WPF ALPINE 1100"C' C I A I . A DI FIG. H P I G OR 7 x PI A IF D, AP I CO CTORS TO S.TATE OF 37 . 94103 C.X. POSIT 10 N fO NNEC PS Iq M B S C CH I ACE 0 IROSS. AND UNII�S OTHIRWI�f :OCAIID ON THIS O(SI 10 PER DUR . FAC 1 . 25 FROM .11 1 1. 1 1 US I I I:'TA'1'1IU0. BRACINGMOF IN SSIS.N THIS DI IGN CONFOR:S WITH A P I".I, P.0 1,10 NS OF NO S 'NA I I().4L DESIGN TOT. LD. 0 PSF SEON U S M SPECIFICATION PV9tISNfO BY THE AMERICAN F OPEST AND PAPER ASSOCIATION) AND TPI. AL:NINE 0010CIORS ARE HAD[ Of ?OGA ASIM A651 GP3 GAtV. STILL. I CC 5 Oil P Y TR U�'S S A. 11 10, ILO AND 160 A I AN ING1111' IN PAWING APPI.IFS ON[v` 10 111[ DfSIGN N A IF I it I H 1 0 W AV I'll 1.1111 01111,110_11111 11111 �HAII NOT 0 SPACING 24 . 0 (681 / M I . VI RNON 14) Jill', OWG 11RUPARED I ROM COMPUIF.R. INPUT (LOADS A DIMENSIONS) SIJBMITIFD By IRIISS MFR. TOP CHORD ?x4 SP #7 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD ?x4 SP #2 N UPI.I F T (LB) 230 230 WHIS ?x4 SP #3 BRG.LCIC (FT) 0.00 17.71 TRUSS DESIGNED F OR 100 MPII WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PST (TOP) AND 10.0 PSF (BOTTOM) . DEFIECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. A RIGID CLIIING Oil CONTINUOUS [ATIRAL BRACING AT ?4" D.C. MUST ITT. PROPIRLY ATIACIIEU TO Till BOTTOM CUORD. 4X4al 4 2 X 5 (A 1 1 .5X3-- 1 5 X3 2X (Al) 3X7=- 8-1-2 L42-41-i I_ 9-0-0 J- 9-0-0 18-0-0 Over 2 Supports R-770 W-3.5" U430 R=720 W=3.5" U=230 _P�IT IY A I_p i Ile T P I -9 5 Design Criteria : TPI 17.3w 1 FL/-11/-/E/-/- Scale -.375"/Ft. ';WARNING'- IRUS,fS RIOUTRI tXTPIMt CARL IN FABRICATION. HANDLING, SHIPPING. INSIAIIING AND Lj :ASC:MG.E.RIF EPOTOWNFfg 9014.lHANDL I KGOOINSTALL ING.AND BPAC31NGq).,PUBL IS"ED By TPI (TRUSS %A�IDI T C L L 20.0 PSF REF R235- -59890 I I S U I TE Z . MAD ISOM Wl 5 7 1 1 FOR SAFETY PPACTIC[S TO rER P 0 P0 cR . E=1 I F ';IG ':'IT'OUD TOP CHORD SMALL HAVE PROPERLY ATTACHED T1 Ic TC DL 7 . 0 PSF DATE 12/23/96 '(R'll.. I E F NCTIONS. UNLESS OTHERWISE INDICATED. STRUC UPAt PANELS. BOTTOM CHORD SHALL HAVE A PPOPERLY ATTACHED RIGID CIELING. c I MPOT BC DL 10. 0 PSF DRW HcLISR235 96358052 RTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC $HALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 ec j a :* BC L L 0. 0 PSF HC-ENG MCL I BUILD THE TRUSSES IN CONFORMAN C1 WITH TPI: O.1.FA1,1P11AT,1,1G. HANDLING. SHIPPING. INSTALLATION OR _/WPF T S S L, ALPINE 0 S IG C N P P OLE PROVISIONS OF NOS (NATIONAL DESIGN S;ACING Of TRUSSf N1 D S 4 0 FO M TOT. LD. 37 .0 P SEON - 94100 [C IC PUBLISHED 8 f IN[ AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CON tCTO:TIAR'r MADE OF ZOGA ASIM A653 GR3? GAtV. STEEL. EXCEPT AS NOTED. APPLY CONNrCTOR S To DUR . FAC . 1 . 2 5 FROM MBS (AC: FACE Of TPU 55* AN 0 0)"I t SS U I"EPW I S( TO C AT f D ON I HI S Ot S IG N. PO S 1 110 N CONNE C TO P S PER ....... ONAWING1'.111,U1150.AMC) 160 A F AN ING I MffR'S St A ON TNT S OR A W I MG A P P L I ES ORty TO THI DES I GN SPACING 24 , 0 IN I P 1 11 1) Hopi ANIP %HA1 I Iff,1 0 1 RI I Ij;j HPON I If AN Y 1111111, WAY (68 1/ M I . VI RNON I?) T1415 OWG PR[PARED FROM COMPUTER INPUT (t OADS & DIMENSIONS) SUBMITTED BY TRUSS Mr R loll CHORD ?x4 S11 #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 001 CHORD 2x4 SIT #2 N UPLIFT (L B) : 300 240 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND 11240 IOTAt LOAD. ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CFIIING OR CONTINUOUS LATFRAI BRACING AT 24" O.C. MUSI BF PROP[RtY Al fACIH`D to Tiff BOII0M CHORD. 4X4=— I. 5 X 3 I\, 1 5 X 3 0-4-15 2. 5X4m 3X4=— 2. 5X4m +64 119 3X5 (Al) 3X5(Al) 13-0-0 13-0-0 26-0-0 Over 2 Supports 11-1018 W-3.5" 11=300 R=960 W=3.5" U=240 PLT TYP. Alpine T 1 -95 Design Criteria: TPI 17.3wl FL/-/l/-/E/-/- Scale —.25"/Ft.____ ,:m,, 111111.1 1.1 1. 1011111 ION, .�1111 IN1. SHIPPING. WIAL I ING AN(, 'w"cl."N"N." 1 10 R111 01 IMAN01ING INSIALtING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 P SF REF R235 -59891 INSTIIUIE. $83 0 04 OFT1OODP..USVf1T1 200.RMADtISO:,IWICt).53?plg)C.OFORSSAFtE PPAC IICES ER.P: :C"IDN ..(,:I :D TV TC DL 7 . 0 PSF DATE 12123L9 S I I E RED PERFORMING THIS[ FU 0 HE W ' I D CAly A To "A' N AV PPOPERLYPPAIOIRTACTO _6 STRUCIIURAL PARILS. 0 C D SHALL HAVE A PROPER TTAI-10 IG.D (:III I MG. I MPORtANT— FURNISH A COPf OF THIS DESIGN TO IN[ INSTAItATION CONTRACTOR. AtPjN( ENGINEERED BC D L 10 0 P SF DRWHCUSR235 96358053 PRODUCTS. INC. SMALL '1111,8.1N%SPO:SI:Ll I01C.A,11 DEVIIA F:OM THIS DESIGN; ANf FAItUPE 10 .4ec M. 40 -ENG MCL/WP� A ICA I 'P, 1ION DIING, SHIPPING. INSTALLATION OR BC L L 0 0 PSF HC 601to for TRUSSES K ON 0 C I BR MG HA ALPINE I ,:11.1FGCOF.I1ll1SIS. IS of SA1GEqCONFOPMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1C I " 0 FT P'B'I SHFOINY I"I N 'C A" F CREST AND PAPER A SSOCIATION) AND IPI. ALPINE STATE OF TOT L D 37 0 S SEON - 94095 'I) 'Cl. ARE NADI OF I�IA 1,111 1,53 GRIT GAtV. STEEL. EXCEPT A S NOTED. AP:tY,,CONMECTOPS To FACRISOt Ill . AND UNIT S OINER W ISE JOCA Tj 0 0 M 1 4 1 S OtSfG R, PO SI I ION CO ME 10 S P P DUR FAC . 1 . 25 FROM MBS LAC USS S DRAWINGS 110. 1�0 AMR 160 A 1. AN FOGIN[IR'S StAt ON INIS OPAWING APP[TIS Omly 10 IMF DfSIGM L"L —R""UT_Rl" "" *.HAl I It'll Ill RfI 1111 UPON IN Alit 011011 WA(, SPAC ING 24 . 0 PENNYWORTH HOMES - "MOUNT VERNON" - MAIN ST., ATLANTIC BEACH -ADAMS Wind Load Structural Calculations per 1606 SBC '94 Robert C. Pollard, Professional Engineer 128 Martin Road, St. Augustine, Florida 32086 Telephone: (904) 797-3709 Fax: (904) 794-1155 PE 25644 in FL, PE 21834 in GA Length O.H. in ft. 1.50 CRI KJ sq. ft. 2.25 Rake O.H. in ft. 1.50 q .00256V2(H/33)27 CR1 uplift 90 Wind Speed 100 CR2 GE sq. ft. 2.25 Weight of Roof? 10 Velocity P 20.4 CR2 uplift 90 Pitch 5 Factor 1 18.6 CR3 area Mean Roof Ht. 10.87 Factor 2 37.2 CR3 uplift 0 Area 1200 Factor 3 61.8 Truss @ ft. o.c. 2 1 Factor 4 92.7 Contractor PENNYWORTH HOMES Address 7409 WILSON BLVD. City JACKSONVILLE —Zip 32210 Phone# 771-7558 Fax# Model#/name "MOUNT VERNON" Job Address MAIN STREET City ATLANTIC BEACH ENGINEERING I INIIIED 10 IIISE Building Dept. AT ONE SPECIFIC LOCATION Legal Description Residence for DAWN ADAMS Lik all roof frame members all roof frame members Header I.D. No. Omi iiiii Header I.D. No. 11 m"-�2 Uplift load Vuant. of Uplift load Quant. of 11 members on Header members Eli Sub-Total Sub-Total C— Divide Line 5 by 2 Mv W-M E7wc— Divide Une 5 by 2 Header I.D. No. H-3 Header I.D. No. H-4 Sub-Total Sub-Total Divide Una 5 by 2 Divide Line 5 Header I.D. No. H-5 Header I.D. No. H-6 Sub-Total Sub-Total Divide Line 5 by 2 Header I.D. No. H-7 Header I.D. No. H-8 Sub-Total Iiiiiiii-fir-I&I Divide Line 5 by 2 Header I.D. No. H-9 Header I.D. No. H-10 Sub-Total Sub-Total Divide Line 5 by 2 Divide Une 5 by 2 I.D. No. I.D. No. MOP. Dividg"CMUT-by I.D. No. Rfils=Role;I= DivWe-14"e-S-by 2 KM WAM IM Divitlo-brie-&-by 2 PENNYWORTH HOMES - "MOUNT VERNON" - MAIN ST., ATLANTIC BEACH -ADAMS CONNECTOR CHART See attached chart or catalog for nailing ADDITIONAL MEMBER LOAD MFG. LOCATIONS QUANTITY-PART# T2 577 Hughesl TP RT1 418 T4 525 1 Hughesl TIP IRT1018 HEADERS LOAD MFG. LOCATIONS QUANTITY-PART# ADDITIONAL H1 500 Hughes A,C See Chart H2 750 Huqhes A,C See Chart H3 1068 Hughes A,Ca See Chart H4 788IHughesI AC,Col 1Se Chart H5 413IHughesl A,C,Col ISee Chart H6 205IHughesl A,C,Col ISee Chart COLUMNS LOAD MFG LOCATION 4X4 4X6 6X6 COLUMN 1 1201 Hughes BASE C044 C046 C066 COLUMN 2 618 Hughes BASE C044 C046 C066 COLUMN 3 410 Hughes BASE C044 C046 C066 ,COLUMN 4 993,Hughes, BASE C044 C046 C066 GABLE FRAME LOAD MFG. LOCATION QUANTITY-PART# ADDITIONAL G1GF 1186 1 Hughesl TIP 2-RT1418 G3GF 974 1 Hughesl HUGHES CONNECTORS -NAIL AND BOLT REQUIREMENTS WOOD CLIPS AND STRAPS Max. Uplift Max. Uplift Nails/Bolts I.D. s-y-P SPF Required HC 325 260 8 - 8d HCDP 515 412 8 - 8d HC520 515 412 17 - 8d HC10 1475 1180 18 - 10d RT818 582 466 6 - 10d RT1018 776 621 8 - 10d RT1 418 970 776 10 - 10d RT1 618 1164 931 12 - 10d RT1 6112 1164 931 12 - 10d RT1 8112 1358 1086 14 - 10d RT20112 1552 1242 16 - 10d RT22112 1746 1397 18 - 10d RT48112 1746 1397 18 - 10d HMSTA 12 605 484 10 - 10d HMSTA 15 726 581 12 - 10d HMSTA 18 847 678 14 - 10d HMSTA 21 968 774 16 - 10d HMSTA 24 1089 871 18 - 10d HMSTA 30 1342 1074 22 - 10d wwuc 4256 3405 4 - 3/4" bolts 1465 1172 10 - 10d TP*X 2155 1724 10 - 16d MASONRY TO WOOD CONNECTORS TA1 2 935 748 5 - 10d TA1 4 1002 802 6 - 10d TA16 1002 802 6 - 10d TA1 8 1169 935 7 - 10d TA20 1503 1202 9 - 10d HTA1 6 1312 1050 8 - 10d HTA20 2000 1600 14 - 10d WAM 4135 3308 24 - 16d & 3/4" dia bolt WAL50 1800 1440 10 - 16d & 1/2" dia bolt HD2/5A 3536 2829 2 - 5/8" bolts & 5/8" x 9" A.B. WOOD COLUMN CONNECTORS PA4x4 1515 1212 6 - 16d PA4x6 1765 1412 8 - 16d PA6x6 2020 1616 8 - 16d C044 7250 5800 2 - 5/8" bolts C046 7250 5800 2 - 5/8" bolts C066 7250 5800 2 - 5/8" bolts TT) G I ru 7F ru ---Tyt- 26 m c- 0 DESIGNED BY: 0 G) cl) JOB DESCRIPTION: JOB LOCATION: q m 14 z z GMC MT. VERNON MT. VERNON J:p, E2.Q;L< 04 ra 1�u 0 L)(2 E-p (IS-D) flio 10.0 CS PENNYWORTH HOMES - "MOUNT VERNON" - MAIN ST., ATLANTIC BEACH -ADAMS, MEMBER FT IN SPAN Load Load Load Load ID# /2 INT. EXT. I NT. EXT. TRUSS/RAFTER W/o OH w/0H Op Ar Op Ar T2 26 13.00 484 577 T4 18 9.00 335 428 432 525 See Engineering and PI CR# GABLE FRAME FT IN SPAN LOAD LOAD LOAD LOAD for Gable Framing /2 Rake Rake, Rake, OPEN requirements & CR# CR# AREA CR# (plo Op. Ar (plo 2 G1GF 26 13.00 484 577 1186 91 2 G3GF 18 9.00 335 428 877 97 974 108 LATERAL SHEAR LOADS (plf) SUBJECT LOAD SHEAR Misc. Total Length Subj. Shear Shear Engineer's WALL WALL WALL 1.2=H.ie D1 Shear Subj. Wall Wall Wall Preliminary ID# Length MULTIPLIER 1.3=G ie D2 Load Wall Opng. Length (plo Calculations swi 26.0 5.44 1.3 2202 42.0 16.2 25.8 85 -1838 1 EW1 42.0 5.44 1.3 3032 26.0 0.0 26.0 117 -627 1 SW2 26.0 5.44 1.3 1877 42.0 13.3 28.7 65 -1996 1 EW2 42.0 5.44 1.3 3032 26.0 0.0 26.0 117 -627 1 UPLIFT SHEAR LOADS (plf) SUBJECT Uplift WALL Walls Req. Uplift Anchor WALL (plo UPLIFT SHEAR T&B(396plo T&B(1 172plo ID# CAPACITY HCDP/HC52 TP#X/TP#X Swi 289 200 89 4.45 13.17 EW1 91 200 -109 SW2 289 200 89 4.45 13.17 EW2 91 200 -109 PENNYWORTH HOMES - "MOUNT VERNON" - MAIN ST., ATLANTIC BEACH -ADAMS WALL SHEATHING AND NAILING REQUIREMENTS FOR HORIZONTAL AND VERTICAL SHEAR SUBJECT SHEATHING NAILS Edge Field T&B Misc. STUD STUD WALL ID# THICKNESS d O.C. O.C. O.C. SPACING GRADE swi 7/16 OSB 8d corn 4" 12" 311 EW1 7/16 OSB 8d com 4" 12" 3" JSW2 7/16 OSB 8d corn 41' 12-9 319 JEW2 7/16 OSB 8d corn 4" 12#0 310 1 1 STUDS ARE HEM-FIR(Min Fb 1000)AT 16'o.c.UNLESS OTHERWISE NOTED-IF 12"o.c.STUD SPACING IS CALLED FOR,AN ADDITIONAL COLUMN OF X NAILING IS REQUIRED AT THE CENTER OF EACH PANEL. S.Y.P.means#2 Southern Yellow Pine(Min Fb 1200). DI means to use Detail 1,D2 means to use Detail 2,etc... 1 Od S indicates"Special short nails must be used"the maximum length is 2 1/4' INTERIOR BEARING WALL REQUIREMENTS: 1.STUDS @ 16'O.C.OVER THICKENED SLAB 2.1/2"x 5"Sup-R-Studs or I/Z*x 6'Sup-R-Sleeves Anchor Bolts @ Corners and(see below for max.O.C.)use Z'washers NOTE:Interior Shear Walls use anchors as in#2 above with a MAX.O.C.of 24�' 3.ALL HEADERS TIED TO STUDS AND BOTTOM PLATE 4.HURRICANE STRAPPING AS FOLLOWS: WALLS REQUIRING UPLIFT ANCHORING SUBJECT SELECT CLIPS T&B @ FT. o.c. Interior Bearing Wall Anchor Bolt Max. Spacing WALL ID# HCDP/HC520 TP#XITP#X (Except Interior Shear Wall -see#2 above) Swi 4.45 13.17 ISW2 4.45 13.17 ROBERT C. POLLARD, RE. 128 Martin Road SL Augustine, FL 32086 2"x4"x8' Lateral Brace 2- 10d Nails Gable Frame Truss @ 6' o.c. Each Truss 2x4 Blocking each Brace w 4-1 Od Nails 1.25" x 18" 20 ga. strap with 7- 10d Nails ea. end GABLE END End Wall Studs LATERAL BRACE DETAIL MPA1 CLIPS NOT REOUIRED WITH THIS FRAMING PENNYWORTH HOMES - "MOUNT VERNON" - MAIN ST., ATLANTIC BEACH -ADAMS" " Engineer's Specifications for Wood and Masonry Construction including Roof Sheathing: NOTES: All fastenings must be in strict compliance with the 1994 S.B.C.C.l.Code"2306"and or meet local requirements. All wood Construction must conform to the provisions of Chapter 23 in the 1994 S.B.C.C.I.S��(iYd Building Code and,or meet the local requirements of any other applicable code or code amendments adopted by the community in which this specific structure is being constructed,unless otherwise specified by the engineer. All Masonry Construction must conform to the provisions of Chapter 21 in the 1994 S.B.C.C.I. Standard Building Code and,or meet the local requirements of any other applicable code or code amendments adopted by the community in which this specific structure is being constructed,unless otherwise specified by the engineer. Any specification shown hereon shaff supersede any conflicting specification shown on the submitted drawings. Wind Speed 100 WOOD FRAME CONSTRUCTION MASONRY CONSTRUCTION ROOF SHEATHING Single Story or 2 story 2nd floor Single Story or 2 Story 2nd floor walls THICKNESS 7/16 or 15/32 bearing walls BAR SIZE MATERIAL OSB/CDX STUD SIZE: 2x4 up to 10' BARS REQ'D. NAIL SIZE 8d RS 2x6 up to 16 DOWEL SIZE NAILING— 6"Edge,I Z'Field MAX.CNTRS.ft. PLY-CLIP 24' WALL THCKNS.in. PART# PW12G Two Story 1 st floor bearing walls BONDBEAM STUD SIZE: 2x4 up to 9' BEAM SIZE i STORY FTGS. Z&up to 14! STEEL REQ'D. SIZE-STEM 10hx2Ow 2x8 up to 16 GROUT-PSI —SIZE-MONO 20h x 12w SIZE-INTERIOR 8hxl2w SILL ANCHOR-1 ST FLOOR Two Story I st floor walls STEEL REQ'D. 2-#5 Stem Wall 1/Z'xl 0"Anchor Bolt BAR SIZE CONCRETE-PSI 2500 Monolithic 1/Zx8"Anchor Bolt BARS REQ'D. w/3x3xl/4 washer DOWEL SIZE 2 STORY FTGS. 48"o.c. MAX.CNTRS.ft. SIZE-STEM 1 Oh x 20w WALL THCKNS.in. —SIZE-MONO 20h x 16w ANCHORING 2ND FLOOR TO I ST FLOOR BOND BEAM SIZE-INTERIOR 8hxl6w RT48112 3Z' BEAM SIZE STEEL REQ'D. 2-#5 STEEL REQ'D. 1CONCRETE-PSI 2500 1 JGROUT.PSI This Structural Engineer of Record certifies that I have directed,supervised and reviewed these Wind Load Calculations and declare that the wind load values,connector specifications and material specifications shown hereon have been properly determined by the provisions of SBCCL for this specific structure. An impact resistance code has not been specified by this engineer for the exterior window and door openings of this structure. Storm panels are recommencled. NOTE: This Engineer of Record has delegated other engineers to design and certify the structural credibility of any pre-engineered and manufactured structural building components or roof/floor tniss systems including required connectors(factory or field installed)which are intrinsically associated parts of the components or truss systems. ENGINEER'S SPECIAL INSTRUCTIONS&REMARKS: This Engineer of Record is for structural only and not RECOMMENDED ROOF SHEATHING IS 15/32 to be considered the Engineer of Record with total CONTRACTOR MAY SUBSTITUTE EQUAL OR BETTER responsibility for all specifications relative to this entire STEM WALL-OFFSET FOOTER 4-@ BRICK LOCATIONS structure and specific site location including energy MONOLITHIC FOOTER-ADD 4-TO WIDTH @ BRICK LOCATIONS code,electrical,plumbing,HVAC,soil conditions, GIRDERS/BEAMS LOCATED ON TOP OF A WOOD HEADER survey&drainage unless otherwise indicated. -SEE CHART FOR B.P.CONNECTION Structural Engineer TRUSSES CONNECTED TO A GIRDER of Record's -CONNECTORS SPECIFIED BY TRUSS COMPANY TP#X=SIZE CONNECTOR TO WALL THICKNESS -(!a.Z'X41"WALL USE TP4X,ZX6"WALL USE TP6X) ALTERNATE-8d Nails-NAILING-6"Edge,9"Field SEAL Engineer's Name: Robert C. Pollard ENGINEER1 SIGNATURE: State Registration Number: PE25644 in the State of Florida Address: 128 Martin Road, St.Augustine, FL 32086 SEP 0 4 1997 Phone: (904)797-3709 FAX: (904)794-1155 Date: Uit all roof frame members all roof frame members Header I.D. No. H-1 Header I.D. No. Uplift load Quant. of Uplift load Quant. of 91=1: 7@78RIA on Header members on Header members Sub-Total Sub-Total I M M wc— Divide Lin��2�= wmu��a - - — F Header I.D. No. H-3 Header I.D. No. H-4 Sub-Total MMW Une ,jj��Divid�e 5 bj� ff fiP Divide Line 5 by 2 ,WjM CIL Header I.D. No. H-5 Header I.D. No. H-6 -Divide Line 5 by 2 Divide Line 5 by 2 Header I.D. No. H-7 Header I.D. No. H-8 �:MFMGIM Divide Une 5 by 2 Divide Une 5 by_2 Header I.D. No. H-9 Header I.D. No. H-10 R-M-7 5 IM Divide Une 5_b)t2 Divide Une 5 by 2 I.D. No. EMS Mwfj.OMMM�n ww-wu��M�� 10 DivkW44me-5-bv 2 Divldj7t#Tr5�2 PENNYWORTH HOMES - "MOUNT VERNON" - MAIN ST., ATLANTIC BEACH -ADAMS Wind Load Structural Calculations per 1606 SBC94 Robert C. Pollard, Professional Engineer 128 Martin Road, St. Augustine, Florida 32086 Telephone: (904) 797-3709 Fax: (904) 794-1155 J PE 25644 in FL, PE 21834 in GA Length O.H. in ft. 1.50 CR1 KJ sq. ft. 2.25 Rake O.H. in ft. 1.50 q = .00256V2(H/33)2" CR1 uplift 90 Wind Speed 100 CR2 GE sq. ft. 2.25 Weight of Roof? 10 Velocity P 20.4 CR2 uplift 90 Pitch 5 Factor 1 18.6 CR3 area Mean Roof Ht. 10.87 Factor 2 37.2 CR3 uplift 0 Area 1200 Factor 3 61.8_ Truss @ ft. o.c. �2 Factor 92.7 Contractor PENNYWORTH HOMES Address 7409 WILSON BLVD. City JACKSONVILLE Zip 32210 Phone# 771-7558 Fax# Model Xname "MOUNT VERNON" Job Address MAIN STREET City ATLANTIC BEACH ENGINEERING I IMIED 10 I-ISE Building Dept. AT ONE SPECIFIC LOCATION Legal Description Residence for DAWN ADAMS PENNYWORTH HOMES - "MOUNT VERNON" - MAIN ST., ATLANTIC BEACH -ADAMS CONNECTOR CHART See attached chart or catalog for nailing ADDITIONAL MEMBER LOAD MFG. LOCATIONS QUANTITY-PART# T2 577 1 Hughesl TP IRT1418 T4 525 1 Hughesl TP IRT1018 HEADERS LOAD MFG. LOCATIONS QUANTITY-PART# ADDITIONAL H1 500 Hughes A,C See Chart H2 750 Huqhes A,C See Chart H3 1068 Huqhes A,— �0 See Chart H4 788 Hughes, A,C,Col ISee Chart H5 413 Hughesl A,C,C01 See Chart H6 205 Hughesl A,C,Col ISee Chart COLUMNS LOAD MFG LOCATION 4X4 4X6 6X6 COLUMN 1 1201 Hughes BASE C044 C046 C066 COLUMN 2 618 Hughes BASE C044 C046 C066 COLUMN 3 410 Hughes BASE C044 C046 C066 POLUMN 4 993,Hughes, BASE C044 C046 C066 I - GABLE FRAME LOAD MFG. LOCATION QUANTITY-PART# ADDITIONAL G1GF 1186 lHughesl TP 2-RTI 418 G3GF 974 1 Hughesl I